Tokushima University / Educator and Researcher Directory --- Ueno, Katsutoshi

His Web Page

https://researchmap.jp/Ueno_Katsutoshi (researchmap)

Field of Study

○	Foundation Engineering
○	Geotechnical Engineering

Subject of Study

○	Bearing capacity (Bearing capacity, Geotechnical centrifuge)
○	地盤変状モニタリング装置の開発, deformation and failure characteristics of ground, earth pressure, retaining structures, 基礎構造物, 地中構造物 (geosensing, capacitance, permittivity, moisture content, 飽和度, 地下水位, 不飽和, 地盤モニタリング, 土圧, 支持力, 画像計測)

Book / Paper

Book:

1.	Katsutoshi Ueno and Toshiyuki Takahara : 静電容量や誘電率に着目した地盤変状モニタリングの提案について, 公益社団法人地盤工学会四国支部, Takamatsu, Oct. 2019.
2.	Osamu Kusakabe, Katsutoshi Ueno and Ishikawa Yukihiro : Proceedings of the First International Conference on Press-in Engineering 2018, Kochi, International Press-in Assciation, Sep. 2018.
3.	Ken-ichi Nishiyama, Akitoshi Mochizuki, Katsutoshi Ueno and 吉村洋 : 徳島県における沖積地盤と徳島平野の地盤構造, The Japanese Geotechnical Society, Takamatsu, Mar. 2008. (Keyword) 高知平野 / 地盤モデル / 地盤情報データベース / PS検層
4.	Akitoshi Mochizuki, Katsutoshi Ueno, Ken-ichi Nishiyama and 吉村洋 : 第4章徳島県における地盤情報DBの構築について, 四国支部, Takamatsu, Mar. 2005.
5.	Akitoshi Mochizuki and Katsutoshi Ueno : 第Ⅱ編斜面災害 S47.7繁藤災害, 四国支部, Takamatsu, Mar. 2002.
6.	Katsutoshi Ueno : Chapter 2 "Methods for preparation of sand samples" in " Manual of basic centrifuge tests", A.A.Balkema Publishers, Tokyo, Sep. 2000. (Summary) A manual of sample preparation method employed in centrifuge model tests using sand.
7.	Hajime Tsuchida and Katsutoshi Ueno : ジオテクノート11 地盤を探る, The Japanese Geotechnical Society, Tokyo, Nov. 1999. (Summary) 地盤工学を専門としない一般の方や，工業高校生徒や学部学生といった初学者を対象とした書籍であり，ボーリングを中心とした地盤調査の方法から，得られた結果の解釈まで，図を交えて平易に説明した書籍である．
8.	Takemura Jiro and Katsutoshi Ueno : CD-ROM Library on Geotechnical Centrifuge, The Japanese Geotechnical Society, Tokyo, Sep. 1998.
9.	安原一哉, Katsutoshi Ueno and ほか : 入門シリーズ21 土質試験から学ぶ土と地盤の力学入門, The Japanese Geotechnical Society, Tokyo, Jun. 1995. (Summary) 標準圧密試験や三軸圧縮試験といった，土質試験の方法として広く採用されている室内試験をとりあげ，それらの試験方法と得られた結果の解釈を詳述することを通じ，初学者や若年技術者にも土と地盤の力学挙動が容易に理解できるよう工夫した参考書的な書籍である．

Academic Paper (Judged Full Paper):

1.	Daiki Hizen, Katsutoshi Ueno and Ryosuke Uzuoka : 粘性土地盤の圧密変形に関する数値解析の検証および妥当性確認, Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM)), Vol.75, No.2, I_351-I_359, 2020. (Keyword) Verification / Validation / Consolidation / Centrifuge model test / Triaxial test (Tokushima University Institutional Repository) ● Metadata: 114162 (Link to Publication Site) ● Publication site (DOI): 10.2208/jscejam.75.2_I_351 (Link to Search Site for Scientific Articles) ● CiNii @ National Institute of Informatics (NAID): 130007795434 ● Search Scopus @ Elsevier (DOI): 10.2208/jscejam.75.2_I_351 (Tokushima University Institutional Repository: 114162, DOI: 10.2208/jscejam.75.2_I_351, CiNii: 130007795434)
2.	Yasuhiro Ikami, Ryosuke Uzuoka and Katsutoshi Ueno : 地震で変形した河川堤防の浸透性能評価に関する遠心模型実験, Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering), Vol.73, No.4, 442-449, 2017. (Link to Publication Site) ● Publication site (DOI): 10.2208/jscejge.73.442 (Link to Search Site for Scientific Articles) ● Search Scopus @ Elsevier (DOI): 10.2208/jscejge.73.442 (DOI: 10.2208/jscejge.73.442)
3.	Wenli Lin, Katsutoshi Ueno, Mingroung Shen, Ryosuke Uzuoka and Hisashi Suzuki : Development of Capacitance Displacement Monitoring System and Its Performance Tests, International Journal of GEOMATE, Vol.10, No.2122, 1956-1963, 2016. (Link to Search Site for Scientific Articles) ● Summary page in Scopus @ Elsevier: 2-s2.0-84954519058 (Elsevier: Scopus)
4.	Toshiyuki Takahara and Katsutoshi Ueno : In situ measurements using developed high resolution capacitance type sensor and its performance evaluation, Proc. of the International workship on ICT in Geoengineering, 69-75, 2012. (Keyword) capaccitance type sensor
5.	Tadashi HARA, 岡村未対, Ryosuke Uzuoka, 石原行博 and Katsutoshi Ueno : Damages to River Dikes Due to Tsunami in South-central Coastal Area of Iwate Prefecture in 2011 off the Pacific Coast of Tohoku Earthquake, Japanese Geotechnical Journal, Vol.7, No.1, 253-264, 2012. (Summary) Numbers of river dikes were damaged by the earthquake motion and tsunami in 2011 off the Pacific Coast of Tohoku Earthquake. This paper summarizes the damages on river dikes in middle and southern coastal part of Iwate Prefecture, with the intention of obtaining physical properties of embankment materials to mitigate the damage on river dikes due to tsunami. Damage configurations such as erosion and collapse were investigated along some rivers in the region of tsunami run up from the estuary. The spots, shapes, soil materials and the damage configurations of the river dikes are highlighted. Damages on embankments at the crossing with road bridges or railway bridges were also surveyed. These investigations have revealed that the river dikes protected with concrete facings will suffer less damage, and that even the three-face-armored banks will be subject to erosion in the upstream of the structures such as abutment or water gate. (Keyword) River dike / Tsunami / Damage / Facing / Erosion (Link to Publication Site) ● Publication site (DOI): 10.3208/jgs.7.253 (Link to Search Site for Scientific Articles) ● CiNii @ National Institute of Informatics (NAID): 130004482885 ● Search Scopus @ Elsevier (DOI): 10.3208/jgs.7.253 (DOI: 10.3208/jgs.7.253, CiNii: 130004482885)
6.	Susumu Nakano, Katsutoshi Ueno, Yasunori Kozuki, Tokihiko Samizo and Hitoshi Murakami : Interview investigations on emergency restoration activities of construction companies in the recent damaging earthquakes, 安全問題研究論文集, Vol.4, 107-112, 2009. (Summary) The interview investigations were conducted how the construction companies had conducted the emergency restoration activities in recent damaging earthquakes. In the Niigataken Chuetsu Earthquake in 2004, the information for the restoration works confused because the government, the prefecture and the city had separately communicated to the construction industry. Then, the confusion of information did not occur in Niigataken Chuetsu-oki Earthquake because the construction industry had conferred with the administrator on the correspondence procedure before the earthquake occurred. In the Iwate-Miyagi Nairiku Earthquake in 2008, the local construction companies conducted the emergency restoration on the basis of the disaster cooperation agreement, and greatly contributed to both secondary disaster prevention and the disaster recovery.
7.	Susumu Nakano, Hitoshi Murakami, Katsutoshi Ueno and Hiromi Kurosaki : 岩手・宮城内陸地震及び岩手県沿岸北部地震における企業被害と応急対応, 21世紀の南海地震と防災, Vol.3, 135-142, 2008. (Keyword) 災害調査 / 企業防災 / 岩手・宮城内陸地震
8.	Sokkheang Sreng, Akitoshi Mochizuki, Katsutoshi Ueno and 坪井裕也 : 重力場，遠心場における水平砂地盤上基礎の支持力実験と変形挙動計測, Japanese Geotechnical Journal, Vol.2, No.3, 139-148, 2008. (Summary) 本研究は，斜面上に設置された浅い基礎の載荷による斜面内の変形形状に及ぼす基礎の載荷位置の影響に着目し，画像解析(CCIP法)による高精度な計測と詳細な観察を行った報告である． (Link to Publication Site) ● Publication site (DOI): 10.3208/jgs.2.139 (Link to Search Site for Scientific Articles) ● Search Scopus @ Elsevier (DOI): 10.3208/jgs.2.139 (DOI: 10.3208/jgs.2.139)
9.	Katsutoshi Ueno and Atsuya Yoshida : 大規模災害に備えた住民自らによる自立的な通信手段の必要性とVoIP アマチュア無線について, 21 世紀の南海地震と防災, Vol.2, 2007. (Keyword) 南海地震
10.	Asahara Shingo, Kinya Miura, Otsuka Natsuhiko, Katsutoshi Ueno and Takahara Toshiyuki : Coupled Analysis of the Behavior of Seabed Subjected to Sea Wave with Different Formulation of Geomaterials, The Seventeenth (2007) International Offshore and Polar Engineering Conference, 1688-1695, 2007. (Link to Search Site for Scientific Articles) ● Summary page in Scopus @ Elsevier: 2-s2.0-36448983578 (Elsevier: Scopus)
11.	Yuan-Hai Li, He-Hua Zhu, Hong-Wen Jing and Katsutoshi Ueno : Experimental Inve stigation of Shear Deformation Patterns in Sands Based on Digital Image Correlation, JOURNAL OF TONGJ I UNIVERSITY(NATURAL SCIENCE), Vol.35, No.5, 685-689, 2007.
12.	Yuan-Hai Li, Hong-Wen Jing, He-Hua Zhu and Katsutoshi Ueno : A technique of identifying shear band accurately in granular soil using image correlation analysis, Rock and Soil Mechanics, Vol.28, No.3, 522-526, 2007. (Link to Search Site for Scientific Articles) ● Summary page in Scopus @ Elsevier: 2-s2.0-34247226096 (Elsevier: Scopus)
13.	Sokkheang Sreng, Yujin Liu, Akitoshi Mochizuki and Katsutoshi Ueno : Centrifugal loading tests of adjacent foundations and their FE-analysis using a new elasto-plastic model, Physical Modelling in Geotechnics, 6th ICPMG, Vol.2, 1553-1558, 2006. (Link to Search Site for Scientific Articles) ● Summary page in Scopus @ Elsevier: 2-s2.0-84863241146 (Elsevier: Scopus)
14.	Kinya Miura, Shingo Asahara, Natsuhiko Otsuka and Katsutoshi Ueno : Fourmulation of ground for coupled analysis of seabed response to wave loading, 第49回地盤工学シンポジウム平成16年度論文集, 233-240, 2004.
15.	Sokkheang Sreng, Katsutoshi Ueno, Akitoshi Mochizuki and Yuuki Iwamoto : Observation of deformation and failure behavior of dense and loose sand grounds under shallow foundation using image analysis, 第49回地盤工学シンポジウム平成16年度論文集, 261-268, 2004.
16.	KADOTA Hirokazu, Akitoshi Mochizuki, IWASAKI Satoshi, Sokkheang Sreng and Katsutoshi Ueno : 二重負荷モデルを用いた土の破壊および軟化解析手法の検討, 第49回地盤工学シンポジウム平成16年度論文集, 219-226, 2004.
17.	Sokkheang Sreng, Katsutoshi Ueno, Akitoshi Mochizuki, Yuuki Iwamoto and Shinichiro Imamura : Deformation behaviour and bearing capacity of sand under two adjacent foundations, Journal of Applied Mechanics, Vol.7, No.1, 65-74, 2004. (Keyword) measurement / model test / failure / image analysis / deformation / adjacent foundation / bearing capacity (Link to Publication Site) ● Publication site (DOI): 10.2208/journalam.7.65 (Link to Search Site for Scientific Articles) ● CiNii @ National Institute of Informatics (NAID): 40006468307 ● Search Scopus @ Elsevier (DOI): 10.2208/journalam.7.65 (DOI: 10.2208/journalam.7.65, CiNii: 40006468307)
18.	Yuan-hai Li, He-hua Zhu, Katsutoshi Ueno and Akitoshi Mochizuki : Deformation field measurement for granular soil model using image analysis, Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, Vol.26, No.1, 36-41, 2004. (Link to Search Site for Scientific Articles) ● Summary page in Scopus @ Elsevier: 2-s2.0-1542637497 (Elsevier: Scopus)
19.	H. Y. Li, H H. Zu, Katsutoshi Ueno and Akitoshi Mochizuki : Application of image-based measuring deformation method using target markers in physical model test, Tongji Daxue Xuebao/Journal of Tongji University, Vol.31, No.10, 1141-1145, 2003.
20.	Katsutoshi Ueno, Kinya Miura, Osamu Kusakabe and Migitoshi Nishimura : Reappraisal of Size Effect of Bearing Capacity from Plastic Solution, Journal of Geotechnical and Geoenvironmental Engineering, Vol.127, No.3, 275-281, 2001. (Summary) A simplified method for estimating the ultimate bearing capacity of surface footings on sand is described with special attention to the dependency of the angle of internal friction of sand on confining stress. An extended slip line method is developed, in which the dependency of the angle of internal friction on the confining stress is formulated from results of conventional triaxial compression tests for various sands. Based on results from a comprehensive series of calculations employing the extended slip line method, the writers reappraise size effects on bearing capacity and investigate the relationship between strength parameters of sand and size effects on bearing capacity. A modified formula and several diagrams that provide a simple estimation method are proposed to consider size effects on bearing capacity. A comparison between estimations using the formula and ultimate bearing capacities measured from several series of centrifuge tests demonstrates the practicability of the proposed method for both strip and circular footings. (Link to Publication Site) ● Publication site (DOI): 10.1061/(ASCE)1090-0241(2001)127:3(275) (Link to Search Site for Scientific Articles) ● Search Scopus @ Elsevier (DOI): 10.1061/(ASCE)1090-0241(2001)127:3(275) (DOI: 10.1061/(ASCE)1090-0241(2001)127:3(275))
21.	Katsutoshi Ueno, Shinya Takashima, Akitoshi Mochizuki and Xianfeng Ma : SIMPLE MEASUREMENT OF DISPLACEMENT FIELD OF SAND BY IMAGE PROCESSING, Journal of Structural Mechanics and Eartquake Engineering, Vol.III-53, No.666, 339-344, 2000. (Summary) The authors developed a simple and general displacement field measuring method using a technique for image analysis. The proposed method, named CCIP method, requires no target installed in the model to measure displacement field on sand. A newly developed correction method for distortion of image needs no longer information than the coordination of four datum points covering the analyzed zone. These features can reduce labor in the preparation of model sand and the analysis of displacement fields. An evaluation of accuracy and two examples are presented in this paper. The results show that the method can measure deformations in sand within an accuracy of 2 pixels of the images employed.
22.	Takuo Yamagami, Jing-Cai Jiang and Katsutoshi Ueno : A Limit Equilibrium Stability Analysis of Slopes with Stabilizing Piles, SLOPE STABILITY 2000, ASCE Geotechnical Special Publication, No.101, 343-354, 2000. (Summary) This paper presents a design method for slopes with a row of piles to enhance slope stability or to prevent slope failure. The basic idea of the method is to allow that two different slip surfaces can be assumed in upslope and downslope earth masses of the row of piles. Contrary to the conventional limit equilibrium procedure where a factor of safety is calculated for a given slip surface, in the present method forces acting on the stabilizing piles are estimated based on a given slip surface whose factor of safety is prescribed to ensure the slope stability. By assuming a slip surface in upper and lower earth masses respectively, the forces acting on the piles can be calculated from an existing limit equilibrium method with a prescribed value of the factor of safety. The Bishop method is employed, and a repeated trial proce-dure is used to find the most dangerous situation for the piles and the corresponding two critical slip surfaces in the upside and downside of the pile row. It may be understood that if the stabilizing piles are still sound under the most dangerous situation, then the slope will have, at least, the prescribed (target) factor of safety.
23.	Katsutoshi Ueno, Kinya Miura and Yoshito Maeda : Prediction of Ultimate Bearing Capacity of Surface Footing with Regard to Size Effects, Soils and Foundations, Vol.38, No.3, 165-178, 1998. (Summary) A simplified prediction method based on Terzaghi's bearing capacity formula surface footings with regard to size effects is proposed. The clarification of the size effects, which is indispensable for appropriate design of large foundations, may enable to utilize the results of small scaled loading tests and restrain the construction costs of the foundations increasing. The size effects may be mainly attributed to the stress-level effects on the shear strength of ground materials; the stress-level effects are taken into account in the proposed method. The proposed method incorporates the determination method of shear strength constants and that should be applied to the bearing capacity formula. A nonlinear Finite Element Method which incorporates the confining stress dependent shear strength was used to calculate stress distribution in foundation grounds beneath the footings. It is shown that the effective mean principal stress tends to range from to for strip footings and fromD_ARG1
24.	Yukimitsu Yokoyama, Shigeyoshi Imaizumi, Katsutoshi Ueno and Takae Mizunuma : Study on the mechanizm of subsidence into the underground cavity in Ohya quarries, Journal of Structural Mechanics and Eartquake Engineering, Vol.III-39, No.568, 113-123, 1997. (Summary) A collapse of an underground quarry in Ohya district, located 7km west of the center of Utsunomiya city, caused a large scale subsidence about 3,300m$^2$ wide. Unfortunately, subsequent large scale subsidence has occurred in this district. In order to explain the reason why such large scale subsidence occurred, the authors investigated strength deterioration and creep characteristics, and discussed the mechanism of the collapse. A collapse control with the cross section area and spacing of pillars was also discussed in this paper. According to a correlation between the earth tidal force and the occurrence of subsidence and rock-fall, earth tidal action may trigger collapses of underground quarries under critical states.
25.	Shinichiro Imamura, Toshi Nomoto, Teijiro Saitoh, Katsutoshi Ueno and Nariaki Fujii : Design and performance of compact load cell for measuring earth pressure in a centrifuge, Journal of Structural Mechanics and Eartquake Engineering, Vol.VI-31, No.540, 203-213, 1996. (Summary) A compact load cell of gate type was newly designed and manufactured, which can be inlaid in a model tunnel for measuring earth pressure on a lining of the shield tunnel in sand. The paper describes its design concept and performance ofthe load cell in a centrifuge. Appicability of three dimensional elsastic FE analysis was also examined and usefulness of the FE analysis was confirmed for studying factors affectiong on strain, such as frictional force and eccentric loading. Non-linearity and hysterisis characteristics of calibration curves were investigated, from which a relationship between diameter of deflecting membrane of the load cell and deflection was deduced to evaluate required rigidity for a certain stress range. Importance of lubrication on side walls of calibration chamber was also demonstrated.
26.	Toshi Nomoto, Kenji Mito, Shinichiro Imamura, Katsutoshi Ueno and Osamu Kusakabe : Centrifuge modeling of shield tunnel construction processes, Journal of Structural Mechanics and Eartquake Engineering, Vol.III-33, No.529, 47-56, 1995. (Summary) Earth pressures acting on lining of a shield tunnel considerably vary with construction processes such as stress conditions around excavation face and grouting conditions. Precise simulation of the construction processes is of essence to examine the pressure development around the lining in a model test. This paper describes the development of a miniature shield machine introduced by high mechatoronics and control technology which can operate under high centrifugal accelerations, simulating the detailed construction processes of shield advancing and tail void formation. The initial set of date demonstrates the significant influence of the construction processes on the final stress distribution around the lining.
27.	Toshi Nomoto, Kenji Mito, Shinichiro Imamura, Katsutoshi Ueno and Osamu Kusakabe : Design and development of construction equipment in a centrifuge, Journal of Structural Mechanics and Eartquake Engineering, Vol.VI-29, No.528, 131-141, 1995. (Summary) With the advent of modern control engineering and robotics, geotechnical centrifuge technology has reached a stage where sophisticated construction processes could be modeled in a centrifuge. Design and development of reduced construction equipment are necessary to simulate the construction processes. This paper deals with this challenge, describing problems associated with centrifuge modeling involving construction equipments, and experiences of the design and development of miniature shield machine. Validity of the design is examined and consistency of the model test results with field observation is presented.
28.	Katsutoshi Ueno, Kinya Miura, Atsushi Tanise and Kenichi Maeda : Determination of dimension of shear bands produced in granular media, 地盤の破壊とひずみの局所化に関するシンポジウム発表論文集, 49-56, 1994.
29.	Osamu Kusakabe, Masaaki Kakurai, Katsutoshi Ueno and Yoshinao Kurachi : Structural Capacity of Precast Piles with Grouted Base, Journal of Geotechnical Engineering, Proc. of ASCE, Vol.120, No.8, 1289-1306, 1994. (Summary) To improve the performance of a precast pile installed in a prebored hole, a grouted base is often made around the base of the pile. The structural capacity of a precast pile with a grouted base was studied by three series of model loading tests. Two failure mechanisms were observed, punching failure and splitting failure, which depended upon the geometry of the grouted base. Punching failure occurs in cases in which the grouted base is thin, less than twice the pile diameter. In contrast, splitting failure develops in cases in which the grouted base is thicker than twice the pile diameter. Structural capacity increases with increasing the thickness of grouted base. The effect of diameter of grouted base was also examined. Based on the experimental observations, a theoretical model was developed to evaluate the structural capacity. The theoretical prediction agreed well with the experimental results. A parametric study was performed to determine the optimum shape and strength of the grouted base.
30.	Kinya Miura, Katsutoshi Ueno, Shosuke Toki and Liam W. D. Finn : Nonlinear Finite Element Analysis of Spread Footing Behavior, 第35回土質工学シンポジウム-数値解析による土構造物と基礎の挙動予測-発表論文集, 107-114, 1990.

Review, Commentary:

1.	Katsutoshi Ueno and Yamano Tsuneyoshi : HF帯を1本のワイヤ・エレメントで賄うマルチバンドの端部給電アンテナの製作, CQ ham radio, Vol.72, No.5, May 2018. (Tokushima University Institutional Repository) ● Metadata: 114000 (Tokushima University Institutional Repository: 114000)
2.	Katsutoshi Ueno : An introduction of multi-band End-Fed Half Waves Antenna, QTC, Vol.2, No.8, 80-84, Aug. 2017.
3.	Katsutoshi Ueno : 技術手帳ピクセルフリーな画像解析による変形計測, 地盤工学会誌, Vol.64, No.6, 41-42, Dec. 2016. (Tokushima University Institutional Repository) ● Metadata: 114003 (Tokushima University Institutional Repository: 114003)
4.	Katsutoshi Ueno and Toshiyuki Takahara : 土構造物の維持管理のための静電容量式水浸・空洞化センサの開発, ケミカルエンジニアリング, Vol.59, No.3, 54-60, Mar. 2014. (Keyword) soil structure / capacitance / sensor / 社会基盤の維持管理 (Link to Search Site for Scientific Articles) ● CiNii @ National Institute of Informatics (NAID): 40019997208 (CiNii: 40019997208)
5.	Katsutoshi Ueno and Yoshio Ishida : 中山間地の孤立対策としてのアマチュア無線, CQ Ham Radio, Vol.63, No.10, 52-57, Sep. 2008. (Keyword) 中山間地 / アマチュア無線 / 孤立対策
6.	Okamura Mitsu, Takemura Jiro and Katsutoshi Ueno : 遠心模型実験-実験技術と実務への適用-, 土と基礎, Vol.52, No.10, 37-44, Oct. 2004.
7.	Masaaki Katagiri, Katsutoshi Ueno and Jiro Takemura : Chapter 3 "Test results and discussion: C1 and C3" in " Report of cooperative test on method for preparation of sand samples", Proc. of the Int. Conf. CENTRIFUGE 98, Vol.2, 1095-1108, Sep. 2000. (Summary) A report of cooperative test on method for preparation of sand samples in centrifuge model tests.

Proceeding of International Conference:

1.	Katsutoshi Ueno, Daiki Hizen and Naoki Kijima : Centrifuge tests on PFS method, Steel Sheet-Pile Symposium in UTHM, Dec. 2018.
2.	Daiki Hizen, Naoki Kijima, Katsutoshi Ueno and Katsutoshi Ueno : Centrifuge Model Tests and Image Analysis of a Levee with Partial Floating Sheet-Pile Method, Proceedings of the First International Conference on Press-in Engineering 2019, Kochi, 215-220, Sep. 2018.
3.	HERCIO BERNARDO NOVELA, shohei Fujita, Fukuta Suguru and Katsutoshi Ueno : Centrifuge Modeling of Circular Shallow Foundation Reinforced with a Thin Sleeve, Proceedings of the First International Conference on Press-in Engineering 2019, Kochi, 73-78, 南国市, Sep. 2018.
4.	Katsutoshi Ueno and Yoshiki Tanigaki : Countermeasure for Overturn of Existing on-the-Ground Breakwater due to Tsunami, International Conference on Geology & Earth Science, May 2018.
5.	Yasuhiro Ikami, Ryosuke Uzuoka and Katsutoshi Ueno : Evaluation of seepage behaviour for deformed levee after earthquake, 19th International Conference on Soil Mechanics and Geotechnical Engineering, 2387-2390, Seoul, Sep. 2017. (Link to Search Site for Scientific Articles) ● Summary page in Scopus @ Elsevier: 2-s2.0-85045191707 (Elsevier: Scopus)
6.	Yasuhiro Ikami, Katsutoshi Ueno and Ryosuke Uzuoka : Variation in seismic response of an embankment on liquefiable ground in dynamic centrifuge modeling, 3rd International Conference on Performance-based Design in Earthquake Geotechnical Engineering, Vancouver, Jul. 2017.
7.	Wenli Lin, Katsutoshi Ueno, Mingroung Shen, Ryosuke Uzuoka and Hisashi Suzuki : Development of Capacitance Displacement Monitoring System and Its Performance Tests, International Journal of GEOMATE, Vol.10, No.21, 1956-1963, Osaka, Nov. 2015. (Link to Search Site for Scientific Articles) ● Summary page in Scopus @ Elsevier: 2-s2.0-84954519058 (Elsevier: Scopus)
8.	Katsutoshi Ueno, Sokkheang Sreng and Kobayashi Koji : Surface kinematometry by image processing for geotechinical model tests, ICPMG 2014 Physical modelling in Geotechnics, Vol.1, 337-343, Jan. 2014. (Keyword) Image analysis / model tests / centrifuge model tests
9.	Hisashi Suzuki, Y. Okano, Katsutoshi Ueno and Ryosuke Uzuoka : A method for making a homogeneous specimen of unsaturated clay using micro-wave, Advances in Unsaturated Soils, Proc. of the First Pan-American Conference on Unsaturated Soils, 171-176, Feb. 2013.
10.	Osumi Toshiki, Fukuda Noriki and Katsutoshi Ueno : Model tests on stability of seawall against tsunami, Abstracts of 5th Taiwan-Japan Joint Workshop on Geotechnical Hazards from Large Earthquakes and Heavy Rainfall, SI-1-SI-4, Tainan, Nov. 2012. (Keyword) seawall / tsunami / stability / model tests
11.	Hiroki Kawahara, Kazutaka Niigata, Tomoya Mizobuchi, Atsushi Mori, Hiroyuki Ukida, Masafumi Miwa, Katsutoshi Ueno, Kenji Terada and Atsuya Yoshida : Study on battery using konjac commercially available, 9th International Gel Symposium, 177, Tsukuba, Oct. 2012.
12.	Yujin Liu, Sokkheang Sreng, Akitoshi Mochizuki and Katsutoshi Ueno : Deformation behavior and bearing capacity of sand slope due to surface loading and their FEM simulation by MMX-model, IS-YAMAGUCHI2006, Geomechanics and Geotechnics of Particulate Media, 403-408, Yamaguchi, Sep. 2006. (Keyword) 斜面支持力 / 画像解析 / MMXモデル
13.	Yujin Liu, Sokkheang SRENG, Akitoshi Mochizuki and Katsutoshi Ueno : Deformation Behavior and Bearing Capacity of Sand Slope due to Surface Loading and their FEM Simulation by MMX-model, Proceedings of the Geomechanics and Geotechnics of Particulate Media, 403-408, 2006. (Summary) In order to develop a numerical analysis method for the bearing capacity of a strip footing placed on sand slope, a series of loading tests on model sand slope were performed. In these loading tests, a precise image analysis method, the Cross-Correlation and Isoparametric (CCIP) method, was used to obtain distribution of displacements and shear strain. Deformation behavior and progressive failures were observed clearly. Test results were simulated by FE-analysis incorporated with an elasto-plastic constitutive model, named the MMX-model. Comparison between results of physical experiments and FE-analysis shows that the MMX-model can be used to simulate load-settlement relationships and deformation behaviors of model tests accurately. Effects of loading position on bearing capacity and deformation behaviors are discussed.
14.	Hiromi Kurosaki, Xianfeng Ma, Zhu He-Fua, Akitoshi Mochizuki and Katsutoshi Ueno : Verification of Performance of the MMX-Model and Analysis on Defomation Behavior of Reclaimed Island, Recent Developments of Geotechnical Engineering in Soft Ground, CISMGE-JGS Shanghai, October 2005, 230-238, Shanghai, Oct. 2005. (Keyword) numerical model / consolidation / elastor-plasticity / Mikasa's state chart / observation of settlement / verification of model / FEM
15.	Sokkheang Sreng, Katsutoshi Ueno, Akitoshi Mochizuki and Xianfeng Ma : Image analysis of shallow foundation tests on sand ground and their FE-analysis using a new elast-plastic model, Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, Vol.2, 985-988, Osaka, Sep. 2005.
16.	Sreng Sokkheang, Katsutoshi Ueno, Akitoshi Mochizuki and Yasuhiro Kuroyama : Formation of Under-Road Cavity Due to Submergence and Submersion Resistance Characteristics of Backfill Materials, Geothchnical Engineering in Urban Construction, 221-228, Beijing, Oct. 2003.
17.	Xianfeng Ma, Akitoshi Mochizuki and Katsutoshi Ueno : Failure Mechanism of Daikai Subway Station in 1995 Hyogoken-nambu Earthquake, Proceedings of Regional Conference on Geotechnical Aspects of Underground Construction in Soft Ground(Shanghai'2001), Shanghai, Apr. 2001. (Summary) This paper makes a detailed analysis on the earthquake response and failure mechanism of Daikai subway station in Kobe city, which collapsed completely in the 1995 Hyogoken-nambu earthquake in Japan. Attention is paid to the influence the different response between neighboring sections had on the internal force of the structure and the role bending moment and axis force played in the collapse. Using 2-D dynamic, calculation is made on four sections selected along the longitudinal direction of the station in both severely damaged and slightly damaged parts. To evaluate the influence of different response between neighboring sections, a simple method of acting compulsive displacement on the structure is proposed. Results agree well with the damage extent of each section and show that different with other related researches, shear force is not the main reason for the collapse while bending moment and axis force controlled the damage
18.	Takuo Yamagami, Jing-Cai Jiang, Tie-Qun Feng and Katsutoshi Ueno : Evaluation of Seismic Permanent Displacements Based on Variable Critical Slip Surfaces, CD-ROM Proceedings of International Conference on Geotechnical & Geological Engineering (GeoEng2000), Melbourne, Nov. 2000. (Summary) The conventional Newmark model is widely used for the estimation of permanent deformations of slopes during earthquakes. However, the calculation procedure for permanent displacements in the Newmark model is based on a distinct and fixed slip surface. In other words, the Newmark model neglects the effects of variable critical slip surfaces during an earthquake on evaluation of permanent displacements. By combining a finite element seismic analysis and dynamic programming, this paper first indicates that the critical slip surfaces and associated minimum factors of safety of a slope during an earthquake vary with time over a wide range. Then, a modified Newmark procedure which considers the effects of variable critical slip surfaces is presented to evaluate seismic displacements of slopes. Its application to a homogeneous slope subjected to two different types of motions shows that the neglect of variation of critical slip surfaces may result in an incorrect estimation of permanent displacement of slopes during an earthquake.
19.	Takuo Yamagami, Jing-Cai Jiang, Katsutoshi Ueno and Shinsuke Sakai : Back Analysis for Determination of Sedimentation and Consolidation Properties, Proceedings of the International Symposium on Coastal Geotechnical Engineering in Practice, Vol.1, 217-222, Yokohama, Sep. 2000. (Summary) A back analysis method is presented to determine the sedimentation and consolidation properties (i.e. void ratio e - effective stress σ' relationship and void ratio e - permeability k relationship) of very soft soils which are required for solving joint sedimentation and consolidation equations. The back analysis is based on measured layer thickness or surface settlement-time response of the clay-water system from a simple settling test in a small scale tube. The parameters obtained from back analysis are used to predict settlement of centrifuge model grounds consisting of marine clay. The good agreement between the results predicted from the back analysis and centrifuge models indicates that the proposed method can provide a useful tool to identify the e-σ' and e-k relationships and to simulate the behavior of very soft soils in actual reclaimed ground with dredged materials.
20.	Jing-Cai Jiang, Takuo Yamagami and Katsutoshi Ueno : Three-Dimensional Back Analysis of Unsaturated Soil Strength Parameters, Proceedings of the Asian Conference on Unsaturated Soils, 789-794, Singapore, May 2000. (Summary) A three-dimensional (3-D) analysis method is proposed to back-calculate unsaturated soil shear strength from a slope failure. The Fredlund strength criterion, with three parameters (c', φ', φb), is incorporated with a 3-D simplified Janbu method for formulation of the factor of safety. The 3-D back analysis procedure for determination of the three strength parameters is described by combining the 3-D Janbu factor of safety equation with two essential conditions that take full advantage of the information of a failure surface in a unsaturated slope. Application of the procedure to a hypothetical 3-D slope failure indicates that a unique and reliable solution of (c', φ', φb) can be obtained. Finally, a comparison of 2-D and 3-D back analyses is made to show the importance of performing a 3-D analysis in back calculating the unsaturated shear strength.
21.	Katsutoshi Ueno, Yukimitsu Yokoyama and Makoto Murata : Bending moments and subgrade reactions acting on sheet pile walls, Proc. of the Int. Conf. CENTRIFUGE 98, Vol.1, 661-666, Tokyo, Sep. 1998. (Summary) This paper describes a series of centrifuge tests performed to study bending moments and subgrade reaction acting on sheet pile walls. A water circulater that could be mounted on a soil container was developed to maintain water tables in both upstream and downstream sides of the sheet pile. Two types of sheet piles equipped with ten pairs of strain gauges each were prepared, and bending moments in the sheet piles induced due to net water pressure were measured. Back analysis according to the theory of beams on elastic beds was conducted to obtain the subgrade reaction. In the back analysis, a model ground having a coefficient of subgrade reaction proportional to depth was assumed. The best fit values of the coefficient of the rate of increase of subgrade reaction along depth $k_1$ were determined. The results of the back analysis showed that the rate $k_1$ depended on the ratio of differential head relative to penetration depth of the sheet pile $elta H/D$. The expression representing the rate $k_1$ D_ARG1
22.	Katsutoshi Ueno, Yukimitsu Yokoyama, Shigeyoshi Imaizumi and H. Yagi : Fundamental study on development of valuable reuses of Ohya stone dust, Proc. of the 2nd Int. Cong. on Environmental Geotechnics, Vol.2, 939-944, Osaka, Nov. 1996. (Summary) Ohya stone dust, which is a kind of industrial waste and has been produced at least 60 kt in a year, was treated with calcium hydroxide and evaluated its engineering properties to find valuable reuses as a road construction material. The authors conducted a set of index tests, compaction tests, unconfined compression tests and CBR tests in this study. Ohya stone dust was graded well, and well compacted the dust fulfilled the specification for subgrades required for Japanese road construction. Furthermore, stabilization with 10 of addition of calcium hydroxide in dry weight brought satisfactory amount of strength required for base courses for Japanese highways.
23.	Toshi Nomoto, Kenji Mito, Shinichiro Imamura, Katsutoshi Ueno and Osamu Kusakabe : Centrifuge modelling of construction processes for shield tunnel, Geotechnical Aspects of Underground Construction in Soft Ground, 567-572, London, Apr. 1996. (Summary) シールドマシンの設計やシールドトンネル建設時の施工過程における地盤の変形挙動に関する知見を得るために，遠心力場での小型模型実験を行う必要がある．本研究では，遠心力場での模型実験を行うために必要な，小型シールドマシンの開発と遠心場でのモデル化について報告する．
24.	Shinichiro Imamura, Toshi Nomoto, Kenji Mito, Katsutoshi Ueno and Osamu Kusakabe : Design and development of underground construction equipment in a centrifuge, Geotechnical Aspects of Underground Construction in Soft Ground, 531-536, London, Apr. 1996. (Summary) a
25.	Katsutoshi Ueno, Yukimitsu Yokoyama, Akira Ohi and Toshiyuki Fujii : Earth pressures acting on flexible circular shafts in sand, Geotechnical Aspects of Underground Construction in Soft Ground, 237-242, London, Apr. 1996. (Summary) The authors investigated the effects of stiffness on the earth pressure acting on cylindrical vertical shafts in order to establish a shaft design method. For this purpose, the authors defined a quantity representing the stiffness of circular shafts and developed a new in-flight excavation technique for centrifuge model tests. The earth pressures acting on shafts of differing shaft stiffness and radii were measured under 100g of acceleration. According to the test results, Berezantzev's active earth pressure gives an underestimation, while Rankine's value is unduly conservative at deep sections. Furthermore, the stiffness of the shafts dominated the magnitude of the earth pressure acting on the shaft. A simple prediction method regarding the effects of shaft stiffness is proposed. The authors recommend that the effects of stiffness should be considered in the design method.
26.	Yukimitsu Yokoyama, Katsutoshi Ueno and Takae Mizunuma : Subsidence of underground quarries in Ohya district, Japan, Land Subsidence (Proc. of the 5th Int Sympo. on Land Subsidence), 225-236, The Hague, Oct. 1995. (Summary) A collapse of an underground Ohya quarry at Ohya district, a northern part of Kanto area in Japan, caused a large scale subsidence about 3300 $m^2$ wide. Unfortunately, subsequent large scale subsidences occured at the district. In order to clarify the reason why such large scale subsidences occured, the authors have investigated strength characteristics of Ohya stone, especially strength deterioration and creep characteristics, since 1988. The specimens used in this study were strictly maintained their saturation condition. A drying history caused a 50% of strength deterioration. Long term loading also led creep failure phenomenon in Ohya stone. Both dimensions and loads acting on in-situ residual columns that support the roof of the underground quarry were tentatively estimated. Consequently, the values of 100 $m^2$ in the cross section area and 6MPa in the shared stress should be the threshold values that dominate the occurrence of the subsidences, in this case. (Keyword) Tuff / underground cavity / Ohya stone / corrupse
27.	Katsutoshi Ueno, Toshihiko Nakatomi, Kenji Mito and Osamu Kusakabe : Influence of initial conditions on bearing characteristics of sand, Proc. of The Int. Conf. CENTRIFUGE 94, 541-546, Singapore, Nov. 1994. (Summary) a
28.	Toshiyuki Fujii, Toshiyuki Hagiwara, Katsutoshi Ueno and Atsushi Taguchi : Experiment and analysis of earth pressure on an axisymmetric shaft in sand, Proc. of The Int. Conf. CENTRIFUGE 94, 791-796, Singapore, Aug. 1994. (Keyword) shaft / earth pressure / centrifuge model test / sand
29.	Toshi Nomoto, Kenji Mito, Shinichiro Imamura, Katsutoshi Ueno and Osamu Kusakabe : A miniature shield tunneling machine for a centrifuge, Proc. of The Int. Conf. CENTRIFUGE 94, 699-704, Singapore, Aug. 1994.
30.	Kinya Miura, Katsutoshi Ueno and Syosuke Toki : Simulation of cyclic mobility by DEM, Proc. of the 7th Int. Conf. on Computer Methods and Advances in Geomechanics, 839-844, Cairns, May 1991. (Summary) A

Proceeding of Domestic Conference:

1.	前田柊, Katsutoshi Ueno and 柳振錫 : マイコンと相関法を利用した音響発生個所の同定ー埋設管の漏水を対象にー, 令和元年度地盤工学会四国支部技術研究発表会講演概要集, Nov. 2019.
2.	Katsutoshi Ueno, 林あかね and Toshiyuki Takahara : 残置雨水管を有する歩道に隣接する民地の地下空洞について, 令和元年度地盤工学会四国支部技術研究発表会講演概要集, Nov. 2019.
3.	Katsutoshi Ueno, 林あかね and 高原利幸 : 残置雨水管を有する歩道に隣接する民地の地下空洞について, 地盤工学会四国支部令和元年度技術研究発表会, 85-86, Nov. 2019.
4.	Katsutoshi Ueno, Daiki Hizen and Naoki Kijima : 軟弱粘土地盤上に築造された盛土の遠心模型実験と画像解析による変形計測, 日本実験力学会2019年度年次講演会, Sep. 2019.
5.	Katsutoshi Ueno, Daiki Hizen, Naoki Kijima and Takuya Akimoto : 部分浮き矢板を有する堤防の遠心模型実験と画像解析による変形計測, 令和元年度地盤と防災・環境に関するシンポジウム講演概要・技術論文集, 57-62, Aug. 2019.
6.	Katsutoshi Ueno, Yukimasa Kanda, 藤川誠次, 遠山登, 小林昌弘 and Kohsuke Nakagawa : 撫養港周辺の液状化特性について, 令和元年度地盤と防災・環境に関するシンポジウム講演概要・技術論文集, 53-56, Aug. 2019.
7.	Toshiyuki Takahara, Kenta Kondou and Katsutoshi Ueno : A study on the applicability of parallel tanks model index for critical lines development in landslide risk information, 第54回地盤工学研究発表会講演概要集, 1777-1778, Jul. 2019.
8.	杉岡正晴, Toshiyuki Takahara, 辻慎一朗 and Katsutoshi Ueno : A possibility of performance evaluation method using soil water measurement installed in geo-textile, 第54回地盤工学研究発表会講演概要集, 1149-1150, Jul. 2019.
9.	Katsutoshi Ueno and HERCIO BERNARDO NOVELA : Shaking experiments of shallow foundations on sand reinforced with a thin sleeveunder centrifugal force field, 第54回地盤工学研究発表会講演概要集, 1185-1186, Jul. 2019.
10.	Naoki Kijima, Katsutoshi Ueno, Takafumi Iwasaki and Daiki Hizen : Dynamic centrifuge model test on levee with the Partial Floating Sheet-pile on soft clay, 第54回地盤工学研究発表会講演概要集, 971-972, Jul. 2019.
11.	Daiki Hizen, Katsutoshi Ueno and Ryosuke Uzuoka : Verification and Validation of Numerical Analysis for Consolidation of Clay Ground, 第65回理論応用力学講演会・第22回土木学会応用力学シンポジウム講演論文集, 351-352, Jun. 2019. (Summary) Verification and validation procedures were applied for numerical analysis of clay ground consolidation. The numerical analysis is a soil-water coupled analysis on finite deformation porous media theory. At theverification stage, the code and calculation verification was conducted based on an analytical solution and the concept of order of accuracy. The accuracy and convergence of numerical method were verified. At the validation stage, first some elasto-plastic material parameters were assumed as normal distributions from laboratory tests. Second the numerical analyses simulated centrifuge tests of clay ground consolidation using the probabilistic material parameters. By comparing the probability distributions of experimental and numerical results, the uncertainty in the clay ground deformation and validity of numerical method were discussed. The distribution of numerical results overestimated that of experimental results.
12.	Daiki Hizen, Katsutoshi Ueno and Ryosuke Uzuoka : 均質な粘性土地盤の圧密解析における弾塑性パラメーターの不確かさの影響, 計算工学講演会論文集, Vol.Vol. 24, E-04-04, May 2019. (Summary) Verification and validation procedures were applied for numerical analysis of clay ground consolidation.The numerical analysis is a soil-water coupled analysis based on finite deformation porous media theory. At the verification stage, the code and calculation verification were conducted using some analytical solutions and the concept of order of accuracy. The accuracy and convergence of numerical method were verified. At the validation stage, first two elasto-plastic material parameters were assumed as normal distributions from laboratory tests, then the centrifuge tests of clay ground consolidation were simulated using the probabilistic material parameters. By comparing the probability distributions of experimental and numerical results, the uncertainty in the clay ground deformation and validity of numerical method were discussed. The distribution of numerical results overestimated that of experimental results. (Keyword) consolidation / Verification / Uncertainty / Validation
13.	Daiki Hizen, arisa koga, Katsutoshi Ueno and Ryosuke Uzuoka : Centrifuge Model Experiments on Liquefaction-induced Damage Reduction for Houses by Drainage Method, 第15回日本地震工学シンポジウム論文集, 2013-2019, Dec. 2018. (Summary) 2016年熊本地震では，震動による住宅の損傷の他に，宅地地盤の液状化や不同沈下に起因する住宅被害が多く発生した．本論文では宅地地盤の液状化対策として，住宅周辺に透水性の高い材料を設置する排水工法と住宅の隣接の有無に着目し，その適用性に対して動的遠心模型実験を実施した．その結果，住宅の隣接の有無に関わらず排水工法を設置した住宅の方が，過剰間隙水圧の上昇および傾斜角を抑制することができた．傾斜角は対策工の設置位置に依存していた．4辺から均一に排水される必要があると考えられ，排水経路に差異が生じた場合，抑制効果が小さくなる可能性がある．
14.	Naoki Kijima, Daiki Hizen, Takafumi Iwasaki and Katsutoshi Ueno : 部分浮き矢板を有する堤防の遠心場振動実験, 平成30年度地盤工学会四国支部技術研究発表会講演概要集, 85-86, Nov. 2018.
15.	Akane Hayashi, 中村謙太 and Katsutoshi Ueno : 静電容量型水位計による地盤内空洞の水位変化計測とSWSの結果について, 平成30年度地盤工学会四国支部技術研究発表会講演概要集, 115-116, Nov. 2018.
16.	Naoki Kijima, Katsutoshi Ueno and Daiki Hizen : 遠心模型実験のための人工粘土材料の特性, Annual meeting of JGS, Vol.53, 1041-1042, Jul. 2018.
17.	柳振錫, Katsutoshi Ueno and Ryosuke Uzuoka : 透水性基礎地盤を有する河川堤防の実大模型実験に対する内部侵食を考慮した数値解析, Annual meeting of JGS, Vol.53, 1023-1024, Jul. 2018.
18.	Hiroki Masutoh, Katsutoshi Ueno, Daiki Hizen, Hiroki Uedera and Ryosuke Uzuoka : 粘性土地盤の変形の再現性に関する遠心模型実験, Annual meeting of JGS, Vol.53, 767-768, Jul. 2018.
19.	Katsutoshi Ueno, 内田純二, 西川祐平, 林田昇, Ryo Sasaki and Tomohisa Matoba : 閉回路レーダー法による地下水面の多層検出について, Annual meeting of JGS, Vol.53, 267-268, Jul. 2018.
20.	Toshiyuki Takahara, Kenta Kondou and Katsutoshi Ueno : 並列タンクモデルを用いた土砂災害警戒情報発表基準の適用性に関する研究, Annual meeting of JGS, Vol.53, 2025, Jul. 2018.
21.	肥前大樹, Katsutoshi Ueno, 来島尚樹 and 真鍋壮太 : 部分浮き矢板を有する堤防の遠心模型実験, Annual meeting of JGS, Vol.53, 1043-1044, Jul. 2018.
22.	Katsutoshi Ueno, 上寺裕輝, Ryosuke Uzuoka and 肥前大樹 : 再現性に着目した粘性土地盤の圧密変形に関する遠心模型実験, 平成30年度土木学会四国支部第19回技術研究発表会, 0, May 2018.
23.	来島尚樹, Katsutoshi Ueno and Daiki Hizen : 部分浮き矢板を有する堤防の圧密変形に関する遠心模型実験, 平成30年度土木学会四国支部第19回技術研究発表会, 0, May 2018.
24.	林あかね and Katsutoshi Ueno : 静電容量型センサを用いた沈下量計測方法の開発, 平成30年度土木学会四国支部第19回技術研究発表会, 0, May 2018.
25.	hizen daisuke, Shohei Fujita, Yoshihiro Horie, Arisa Koga and Katsutoshi Ueno : ラインホッパーを用いた空中落下法による模型地盤作成, 平成29年度地盤工学会四国支部技術研究発表会, 55-56, Nov. 2017.
26.	Tomotaka Saitoh, 相原慶輔, Katsutoshi Ueno and Ryosuke Uzuoka : 不飽和砂質土の繰返し変形挙動に関する三軸試験, 平成29年度地盤と防災・環境に関するシンポジウム講演概要・技術論文集, Vol.12, 72-77, Aug. 2017.
27.	RYU JINSEOK, Katsutoshi Ueno and Ryosuke Uzuoka : 透水性互層地盤における河川堤防の浸透破壊に関する遠心模型実験および三相系連成解析, 平成29年度地盤と防災・環境に関するシンポジウム講演概要・技術論文集, Vol.12, 66-71, Aug. 2017.
28.	Daiki Hizen and Katsutoshi Ueno : 徳島大学の遠心模型実験装置と実験例, 平成29年度地盤と防災・環境に関するシンポジウム講演概要・技術論文集, Vol.12, 50-56, Aug. 2017.
29.	Kondo Kenta, Toshiyuki Takahara and Katsutoshi Ueno : 危険斜面先での地下水位測定による土壌雨量指数の改善に関する研究, Annual meeting of JGS, Vol.52, 1825-1826, Jul. 2017.
30.	Yuki Takatsuji, Shohei Fujita, Kazuki Shimamura, Katsutoshi Ueno and Ryosuke Uzuoka : 柔なスリーブによる砂地盤上の浅い基礎の支持力増強について, Annual meeting of JGS, Vol.52, 1173-1174, Jul. 2017.
31.	hizen daisuke, Katsutoshi Ueno and Ryosuke Uzuoka : 余震を考慮した非排水繰返しせん断試験に対する弾塑性構成モデルの適用性, Annual meeting of JGS, Vol.52, 377-378, Jul. 2017.
32.	Ryu Seok Jin, Atarshi Akio, Yasuhiro Ikami, Katsutoshi Ueno and Ryosuke Uzuoka : 透水性互層地盤における河川堤防の浸透破壊に関する三相系連成解析, Annual meeting of JGS, Vol.52, 959-960, Jul. 2017.
33.	Ryu Seok Jin, Atarshi Akio, Yasuhiro Ikami, Katsutoshi Ueno and Ryosuke Uzuoka : 透水性互層地盤における河川堤防の浸透破壊に関する遠心力模型実験, Annual meeting of JGS, Vol.52, 957-958, Jul. 2017.
34.	Yasuhiro Ikami, Kei Ito, Yuki Daikoku, Hiroki Uedera, Ryosuke Uzuoka and Katsutoshi Ueno : 地震時変形を考慮した河川堤防の耐浸透性能評価(その2:遠心力場における浸透実験および解析), 第51回地盤工学研究発表会講演概要集, 0531-0532, Sep. 2016.
35.	Kei Ito, Yasuhiro Ikami, Yuki Daikoku, Hiroki Uedera, Ryosuke Uzuoka and Katsutoshi Ueno : 地震時変形を考慮した河川堤防の耐浸透性能評価 (その 1:遠心力場における動的実験), 第51回地盤工学研究発表会講演概要集, 0530, Sep. 2016.
36.	吉田直央, 川崎直人, 石川裕規, Katsutoshi Ueno, Ryosuke Uzuoka and Hisashi Suzuki : 有効応力解析を用いた徳島平野における液状化予測, Annual meeting of JGS, Vol.50, 1963-1964, Sep. 2015.
37.	Yusuke Anami, Toshiki Oosumi, 矢上千尋, Katsutoshi Ueno, Ryosuke Uzuoka and Hisashi Suzuki : 水位変動による損傷孔を有する矢板裏込めの空洞化実験, Annual meeting of JGS, Vol.50, 1525-1526, Sep. 2015. (Keyword) Bulkhead / Centrifuge model test
38.	Tanigaki Yoshiki, Oosumi Toshiki, Anami Yusuke, Katsutoshi Ueno, Ryosuke Uzuoka and Hisashi Suzuki : The embedment depth of the sheet pile for toppling prevention of seawalls, Annual meeting of JGS, Vol.50, 1519-1520, Sep. 2015. (Keyword) Bulkhead / Centrifuge model test / uplift pressure
39.	Kuroki Takahiro, Takatsuji Yuuki, Katsutoshi Ueno, Ryosuke Uzuoka, Hisashi Suzuki and Sokkheang Sreng : Bearing Capacity and Deformation Behavior of Shallow Foundation Subjected to Cyclic Loadings, Annual meeting of JGS, Vol.50, 1263-1264, Sep. 2015. (Keyword) Bearing capacity / Cyclic loading / Load-Settlement curve
40.	Fukuda Noriki, Ohsumi Toshiki, Katsutoshi Ueno, Ryosuke Uzuoka and Hisashi Suzuki : Centrifuge model tests on counter measure for overturned seawall due to hight water level, Annual meeting of JGS, Vol.49, 1273-1274, Jul. 2014.
41.	Wenli Lin, Katsutoshi Ueno, Mingrong SHEN, Ryosuke Uzuoka and Hisashi Suzuki : Evaluation of Linear Capacitance Displacement Transducer, Annual meeting of JGS, Vol.49, 1857-1858, Jul. 2014.
42.	Nonogaki Haruya, Naito Keita, Katsutoshi Ueno, Ryosuke Uzuoka and Hisashi Suzuki : Development of closed-circuit method to detect voids -exposure experiment-, Annual meeting of JGS, Vol.49, 175-176, Jul. 2014.
43.	Ikami Yasuhiro, Shimokawa Taichi, Ryosuke Uzuoka, Katsutoshi Ueno and Hisashi Suzuki : Finite Elements analysis for moisture and stres conditions in an embankment with deformaiton of foundation ground, Annual meeting of JGS, Vol.49, 935-936, Jul. 2014.
44.	Shimokawa Taichi, Ikami Yasuhiro, Kuroki Takahiro, Daikoku Yuuki, Ryosuke Uzuoka, Katsutoshi Ueno and Hisashi Suzuki : Centrifugal model test for moisture and stres conditions in an embankment with deformaiton of foundation ground, Annual meeting of JGS, Vol.49, 933-934, Jul. 2014.
45.	上中正好, 野々垣遥也, 内藤恵太 and Katsutoshi Ueno : Influence of salinity concentration on measurement of capacitance type void sensor, 地盤工学会四国支部平成25年度技術研究発表会講演概要集, 11-12, Nov. 2013.
46.	Katsuya Hara, Hiroki Sasada, Katsutoshi Ueno, Chikanori Hashimoto and Takeshi Watanabe : 粒状体・流体連成によるフレッシュコンクリートの流動解析, 土木学会年次学術講演会講演概要集, Vol.68, 1121-1122, Sep. 2013. (Keyword) 流動解析 / 加振ボックス充塡試験 / 流動障害
47.	Shimokawa Taichi, Ikami Yashuhiro, Ryosuke Uzuoka, Katsutoshi Ueno and Hisashi Suzuki : Centrifuge modeling of moisture and stress conditions in embankment due to deformation of soft foundation gruond, 第48回地盤工学研究発表会, 1207-1208, Jul. 2013.
48.	Katsutoshi Ueno, Sreng Sokkheang, Koji Kobayashi, Kenjiro Mukai and Ryota Kono : Displacement measurement of ground in centrifuge model test using image analysis method with sub-pixel accuracy, 第48回地盤工学研究発表会, 297-298, Jul. 2013.
49.	Nonogaki Haruya, Katsutoshi Ueno, Suzuki Taimu and Toshiyuki Takahara : 閉回路レーダ法による地下空洞の検知実験, 第48回地盤工学研究発表会, 1449-1450, Jul. 2013.
50.	Katsutoshi Ueno, Yuuki Matsui, Ishikawa Shota and Toshiyuki Takahara : Simple capacitance sensor for soaking and cavitation, 第48回地盤工学研究発表会, 205-206, Jul. 2013.
51.	Fukuda Noriki, Ohsumi Toshiki, Katsutoshi Ueno, Hisashi Suzuki and Hisashi Suzuki : 津波による高水位により転倒した防潮堤の遠心模型実験, 平成25年度土木学会四国支部第19回技術研究発表会, 149-150, May 2013.
52.	Ishikawa Shota, Yuuki Matsui, Katsutoshi Ueno, Ryosuke Uzuoka and Hisashi Suzuki : 静電容量式空洞センサーによる空洞評価の模型実験, 平成25年度土木学会四国支部第19回技術研究発表会, 183-184, May 2013.
53.	Katsutoshi Ueno : 建設工学科における研究室配属のプロセス, Symposium on Engineering Education 2013, 3, Mar. 2013. (Keyword) 研究室教育 / 配属
54.	Katsutoshi Ueno : Capacitance type sensors for geohazards, 徳島大学新技術説明会, Feb. 2013. (Keyword) geohazards / capacitance type sensors / 地盤変状センサー
55.	Katsutoshi Ueno : 静電容量式地盤変状センサ, Nov. 2012.
56.	Zhang Xiwen, Ryosuke Uzuoka, Katsutoshi Ueno and Hisashi Suzuki : The Pullout Capacity of the Structure Submerged in Saturated Silt, 地盤工学会四国支部平成24年度技術研究発表会講演概要集, 79-80, Nov. 2012.
57.	西尾竜文, 山田裕明, 下河太一, Ryosuke Uzuoka, Hisashi Suzuki and Katsutoshi Ueno : 遠心力場における模型堤体の浸透・越流による進行性破壊現象, 地盤工学会四国支部平成24年度技術研究発表会講演概要集, 57-58, Nov. 2012.
58.	福田典紀, 大住俊揮, Katsutoshi Ueno, Hisashi Suzuki and Ryosuke Uzuoka : 津波による水位上昇が護岸構造物の安定性に与える影響, 地盤工学会四国支部平成24年度技術研究発表会講演概要集, 45-46, Nov. 2012.
59.	仙波慧多, 下河太一, Ryosuke Uzuoka, Hisashi Suzuki and Katsutoshi Ueno : 盛土の初期状態が堤体内液状化に与える影響, 地盤工学会四国支部平成24年度技術研究発表会講演概要集, 41-42, Nov. 2012.
60.	Katsutoshi Ueno, Ryosuke Uzuoka, Hisashi Suzuki, 松井雄揮 and 石川翔太 : 接続ケーブルの浮遊容量の影響を排除した静電容量センスアンプ, 地盤工学会四国支部平成24年度技術研究発表会講演概要集, 3-4, Nov. 2012. (Keyword) capacitance / 浮遊容量 / measurement
61.	Atsushi Mori, 川原啓貴, 新潟一宇, Hiroyuki Ukida, Masafumi Miwa, Katsutoshi Ueno, Kenji Terada and Atsuya Yoshida : 市販のこんにゃくを使った電池の研究, 第2回ソフトマター研究会, Sep. 2012.
62.	Toshiyuki Takahara and Katsutoshi Ueno : 静電容量式水分計の性能評価, 第47回地盤工学研究発表会, Jul. 2012.
63.	Tatsufumi Nishio, 日下拓也, Kazuki Oyama, Ryosuke Uzuoka, Hisashi Suzuki and Katsutoshi Ueno : 堤体模型の重力場と遠心場における浸透・越流破壊の比較, 第47回地盤工学研究発表会, 941-942, Jul. 2012.
64.	小川真由, 丸山友也, Ryosuke Uzuoka, Hisashi Suzuki and Katsutoshi Ueno : 樹木の水平振動による根系周辺地盤の緩みの実験的評価(その2), 第47回地盤工学研究発表会, 851-852, Jul. 2012.
65.	野々垣遥也 and Katsutoshi Ueno : 静電容量式空洞センサーの模型実験による検証, 土木学会四国支部技術研究発表会講演概要集, May 2012.
66.	向井健次郎, Katsutoshi Ueno, Ryosuke Uzuoka and Hisashi Suzuki : 画像解析による変形計測のパラメータと精度の関係, 平成24年度土木学会四国支部技術研究発表会講演概要集, 127-12/8, May 2012.
67.	仙波慧多, Ryosuke Uzuoka, 海野寿康, Katsutoshi Ueno and Hisashi Suzuki : 2003年三陸南地震で崩壊した不飽和造成斜面の地震応答解析, 平成23年度地盤工学会四国支部技術研究発表会講演概要集, 89-90, Nov. 2011.
68.	小川真由, Ryosuke Uzuoka, Hisashi Suzuki and Katsutoshi Ueno : 樹木の振動による根茎周辺地盤の緩みに関する基礎的実験, 平成23年度地盤工学会四国支部技術研究発表会講演概要集, 65-66, Nov. 2011.
69.	高見淳也, Katsutoshi Ueno, Takahiro Kido, Hisashi Suzuki, Ryosuke Uzuoka and 高原利幸 : WiFi網と組込みLinuxサーバを活用した静電容量式地下水計測, 平成23年度地盤工学会四国支部技術研究発表会講演概要集, 13-14, Nov. 2011.
70.	岡野祐平, Hisashi Suzuki, Katsutoshi Ueno and Ryosuke Uzuoka : マイクロ波で作成した不飽和粘土供試体のエレメント性, 土木学会第66回年次学術講演会, 787-788, Sep. 2011.
71.	小川真由, 山田毅, Ryosuke Uzuoka, Hisashi Suzuki and Katsutoshi Ueno : 樹木の水平振動による根茎周辺地盤の緩みの実験的評価, 第46回地盤工学研究発表会, 919-920, Jul. 2011.
72.	仙波慧多, Ryosuke Uzuoka, Hisashi Suzuki, Katsutoshi Ueno and 海野寿康 : 2003年三陸南地震で崩壊した造成斜面の地震応答解析, 第46回地盤工学研究発表会, 1621-1622, Jul. 2011.
73.	Hiroki Sasada, Chikanori Hashimoto, Katsutoshi Ueno and Takeshi Watanabe : Granular-Fluid flow analysis in the three dimensions of fresh concrete flowing in Box shaped filling apparatus, 日本材料学会四国支部学術講演会講演論文集, Vol.9, 17-18, Jun. 2011.
74.	岡野裕平, Hisashi Suzuki, Katsutoshi Ueno and Ryosuke Uzuoka : マイクロ波を用いた不飽和粘土供試体による水分保持特性, 平成23年度土木学会四国支部技術研究発表会講演概要集, 133-134, May 2011.
75.	Hiroki Sasada, Chikanori Hashimoto, Katsutoshi Ueno and Takeshi Watanabe : 粒状体-流体連成3次元解析モデルを用いた加振BOX 試験装置内を流動するフレッシュコンクリートの数値解析に関する一考察, 土木学会四国支部技術研究発表会講演概要集, Vol.17, 285-286, May 2011.
76.	Katsutoshi Ueno : 孤立地区でのアマチュア無線の活用事例, 岩手・宮城内陸地震・緊急被害調査速報会, Jun. 2008.
77.	Katsutoshi Ueno : 住宅被害と液状化, 新潟県中越沖地震被害調査報告会, Sep. 2007.
78.	Yujin Liu, Akitoshi Mochizuki, Katsutoshi Ueno, Sokkheang Sreng and 岩本有樹 : 遠心力場の斜面上基礎の支持力特性と変形メカニズム, 第41回地盤工学研究発表会, 43-44, Nov. 2006. (Keyword) 斜面支持力 / 画像解析 / 遠心模型実験
79.	Singo Asahara, Kinya Miura, Natsuhiko Otsuka, Katsutoshi Ueno and Toshiyuki Takahara : 波浪場における構造物のシミュレーションにおける土要素の定式化の影響, 第41回地盤工学研究発表会平成17年度発表講演集, 1107-1108, Jul. 2006.
80.	劉適剣, Yuuki Iwamoto, Sokkheang Sreng, Katsutoshi Ueno and Akitoshi Mochizuki : 遠心力場の斜面上基礎の支持力特性と変形メカニズム, 第41回地盤工学研究発表会, 1107-1108, Apr. 2006.
81.	浅原信吾, Kinya Miura, 大塚夏彦, Katsutoshi Ueno, 高原利幸 and 田中隼矢 : 波浪を受ける海底地盤の連成解析における厳密解および数値解における定式化の妥当性, 第41回地盤工学研究発表会, 1105-1106, Apr. 2006.
82.	Yujin Liu, Akitoshi Mochizuki, Katsutoshi Ueno, Sokkheang Sreng and Yi Teng : 砂地盤斜面上の支持力と変形挙動の計測とFEM解析, (社)地盤工学会四国支部平成17年度技術研究発表会後援概要集, 43-44, Nov. 2005. (Keyword) 斜面支持力 / 画像解析 / MMXモデル
83.	Singo Asahara, Kinya Miura, Natsuhiko Otsuka, Katsutoshi Ueno and Toshiyuki Takahara : 波浪を受ける海底地盤の連成解析における厳密解および数値解における定式化の妥当性, 第40回地盤工学研究発表会平成17年度発表講演集, 1181-1182, Jul. 2005.
84.	Sokkheang Sreng, Katsutoshi Ueno and Akitoshi Mochizuki : FEM simulation of loading tests of single and adjacent foudations in a centrifuge, 第40回地盤工学研究発表会平成17年度発表講演集, 1481-1482, Jul. 2005.
85.	Katsutoshi Ueno, Akitoshi Mochizuki, Yuuki Iwamoto and Yujian Liu : 斜面上の浅い基礎による地盤の変形と支持力, 第40回地盤工学研究発表会平成17年度発表講演集, 1497-1498, Jul. 2005.
86.	Singo Asahara, Kinya Miura, Natsuhiko Otsuka, Katsutoshi Ueno and Toshiyuki Takahara : 波浪を受ける海底地盤の連成解析における定式化の妥当性, 第40回地盤工学研究発表会平成17年度発表講演集, 1181-1182, Jul. 2005.
87.	滕毅, Akitoshi Mochizuki, Katsutoshi Ueno and Yujin Liu : 斜面上の支持力実験, 平成17年度土木学会四国支部第11回技術研究発表会講演概要集, 194-195, May 2005. (Summary) 本研究は，斜面上に設置された浅い基礎の載荷による斜面内の変形形状に及ぼす斜面勾配と高さの影響に着目し，画像解析(CCIP法)による高精度な計測と詳細な観察を行った報告である．
88.	坪井祐也, Katsutoshi Ueno, Sokkheang Sreng and Yuuki Iwamoto : 斜面上の支持力実験, 平成17年度土木学会四国支部第11回技術研究発表会講演概要集, 192-193, May 2005. (Summary) 本研究は，斜面上に設置された浅い基礎の載荷による斜面内の変形形状に及ぼす基礎の載荷位置の影響に着目し，画像解析(CCIP法)による高精度な計測と詳細な観察を行った報告である．
89.	Katsutoshi Ueno : Possible application of sub-pixel image analysis in earthquake disaster prevention, 地盤災害·地盤環境問題論文集, Vol.4, 7-8, Sep. 2004. (Keyword) image analysis / earthquake disaster prevention
90.	Sokkheang Sreng, Yuuki Iwamoto, Katsutoshi Ueno and Akitoshi Mochizuki : 支持力実験の変形計測とFEM弾塑性解析, 第39回地盤工学研究発表会平成16年度発表講演集, 1137-1138, Jul. 2004.
91.	Hiroki Ishikawa, Akitoshi Mochizuki, Katsutoshi Ueno and Hiroki Toukairin : 砂供試体のせん断試験中のVs計測, 第39回地盤工学研究発表会平成16年度発表講演集, 433-434, Jul. 2004.
92.	Kayo Takemori, Sokkheang Sreng, Katsutoshi Ueno and Akitoshi Mochizuki : 空洞天盤の崩落メカニズムに関する一考察, 第39回地盤工学研究発表会平成16年度発表講演集, 1871-1872, Jul. 2004.
93.	Li Yuanha, Katsutoshi Ueno, Sokkheang Sren, Toshiyuki Hagiwara, Shin-ichiro Imamura and Akitoshi Mochizuki : Observation of Deformation for Soil Foundation Using Photogrammetry, 土木学会第58回年次学術講演会, Vol.CS5-003, 125-126, Sep. 2003. (Keyword) Image analysis / Bearing capacity
94.	Katsutoshi Ueno, Akitoshi Mochizuki, Toshiyuki Hagiwara and Shinichiro Imamura : サブピクセルの精度を持つ相互相関法による変位場計測, 土木学会第58回年次学術講演会, Vol.CS9-23, 481-482, Sep. 2003. (Keyword) Image analysis
95.	Sokkheang Sreng, 貞野哲也, Katsutoshi Ueno and Akitoshi Mochizuki : 空洞を有する地盤の支持力, 土木学会第57回年次学術講演会, 1221-1222, Sep. 2002.
96.	Li Yuanha, Katsutoshi Ueno, Sadano Tetsuya and Akitoshi Mochizuki : Applocation of Image Analysis in Physical Model Test, 土木学会年次学術講演会講演概要集, 1011-1012, Sep. 2002.
97.	Katsutoshi Ueno, 李元海, Sreng SOKKHEANG, 貞野哲也 and 萩原敏行 : Application of Cross-Correlation Method with Sub-pixel Accuracy in Two Dimensional Model Tests, Proceedings of JSEM, Vol.2, 256-261, Aug. 2002.
98.	Sokkheang Sreng, Tetsuya Sadano, Katsutoshi Ueno and Akitoshi Mochizuki : 遠心場での空洞天盤の自重崩落実験, 土木学会四国支部第8回技術研究発表会講演概要集, 202-203, May 2002.
99.	Takahiro Tani, 黒山泰弘, Katsutoshi Ueno and Akitoshi Mochizuki : 埋戻し土の浸水に対する安全性, 第36回地盤工学研究発表会講演集, 1429-1430, Jun. 2001.
100.	馬険峰, Akitoshi Mochizuki, Katsutoshi Ueno and 長谷川靖明 : 非関連流動則に基づく二重負荷モデルの定式化, 第36回地盤工学研究発表会講演集, 517-518, Jun. 2001.
101.	Xianfeng Ma, Akitoshi Mochizuki and Katsutoshi Ueno : Failure Mechanism of Daikai Subway Station during Hyogoken-nambu Earthqua, 地盤工学会四国支部平成12年度技術研究発表会講演概要集, 77-78, Sep. 2000.
102.	Katsutoshi Ueno and Akitoshi Mochizuki : 画像による模型砂地盤の変位測定手法の開発, 平成12年度土木学会四国支部技術研究発表会, May 2000.
103.	Akitoshi Mochizuki, Katsutoshi Ueno and 遠藤大治 : 矢板の割裂破壊強度, 土木学会第54回年次学術講演会, 360-361, Sep. 1999.
104.	大藤泰彦, Katsutoshi Ueno and Akitoshi Mochizuki : 一面せん断をうける砂試験体の変形, 土木学会第54回年次学術講演会, 42-43, Sep. 1999.
105.	Makoto Murata, Katsutoshi Ueno and Yukimitsu Yokoyama : 浸透力を考慮した締切り矢板壁の変形と地盤反力に関する研究, 第32回地盤工学研究発表会平成9年度講演集, 1699-1700, Jul. 1997.
106.	Takehito Nishida, Katsutoshi Ueno, Yukimitsu Yokoyama, Toshi Nomoto, Shinichiro Imamura and Nariaki Fujii : 小型土圧計の受圧板の幅と曲率半径が測定値に及ぼす影響, 第32回地盤工学研究発表会平成9年度講演集, 1797-1798, Jul. 1997.
107.	Katsutoshi Ueno and Yukimitsu Yokoyama : Room and Pillar空洞の崩落メカニズムに関する一考察, 第32回地盤工学研究発表会平成9年度講演集, 2123-2124, Jul. 1997.
108.	Nobuhiro Segawa, Yukimitsu Yokoyama and Katsutoshi Ueno : 杭などの波動伝播に関する基礎的研究, 第24回関東支部技術研究発表会講演概要集, 406-407, Mar. 1997.
109.	Makoto Murata, Yukimitsu Yokoyama and Katsutoshi Ueno : 締切り矢板壁の掘削時の挙動に関する研究, 第24回関東支部技術研究発表会講演概要集, 384-385, Mar. 1997.
110.	Teijiro Saito, Toshi Nomoto, Shinichiro Imamura, Katsutoshi Ueno and Osamu Kusakabe : 施工過程を考慮したシールド遠心模型実験(その4), 土木学会第51回年次学術講演会講演概要集第3部B, 322-323, 1996.
111.	Toshi Nomoto, Kenji Mito, Shinichiro Imamura, Katsutoshi Ueno and Osamu Kusakabe : 施工過程を考慮したシールド遠心模型実験(その3), 土木学会第51回年次学術講演会講演概要集第3部B, 320-321, 1996.
112.	Shinichiro Imamura, Kenji Mito, Toshi Nomoto, Katsutoshi Ueno and Osamu Kusakabe : 施工過程を考慮した遠心模型実験(その2), 土木学会第51回年次学術講演会講演概要集第3部B, 318-319, 1996.
113.	Udai Nakamatsu, Toshi Nomoto, Shinichiro Imamura, Katsutoshi Ueno and Osamu Kusakabe : 施工過程を考慮した遠心模型実験(その1), 土木学会第51回年次学術講演会講演概要集第3部B, 316-317, 1996.
114.	Toshi Nomoto, Teijiro Saito, Shinichiro Imamura, Katsutoshi Ueno and Nariaki Fujii : 土圧計測用小型門型ロードセルの設計と遠心模型実験への適用, 第31回地盤工学研究発表会平成8年度講演集, 1931-1932, 1996.
115.	Shinichiro Imamura, Toshi Nomoto, Teijiro Saito, Katsutoshi Ueno and Nariaki Fujii : 土圧計測用小型門型ロードセルの設計と遠心模型実験への適用, 第31回地盤工学研究発表会平成8年度講演集, 1929-1930, 1996.
116.	Teijiro Saito, Toshi Nomoto, Shinichiro Imamura, Katsutoshi Ueno and Nariaki Fujii : 土圧計測用小型門型ロードセルの設計と遠心模型実験への適用, 第31回地盤工学研究発表会平成8年度講演集, 1927-1928, 1996.
117.	Takehito Nishida, Katsutoshi Ueno and Yukimitsu Yokoyama : 土槽の側面摩擦が鉛直土圧に及ぼす影響について, 第23回関東支部技術研究発表会講演概要集, 512-513, 1996.
118.	Toshi Nomoto, Udai Nakamatsu, Shinichiro Imamura, Katsutoshi Ueno and Osamu Kusakabe : 施工過程を考慮したシールド遠心模型実験(その2), 土木学会第50回年次学術講演会講演概要集第3部B, 1312-1313, 1995.
119.	Toshi Nomoto, Kenji Mito, Shinichiro Imamura, Katsutoshi Ueno and Osamu Kusakabe : 施工過程を考慮したシールド遠心模型実験(その1), 土木学会第50回年次学術講演会講演概要集第3部B, 1310-1311, 1995.
120.	Makoto Murata, Yukimitsu Yokoyama, Katsutoshi Ueno and Seiji Iwashita : 矢板壁の掘削時安定性に関する研究, 土木学会第50回年次学術講演会講演概要集第3部B, 992-993, 1995.
121.	Shinichiro Imamura, Toshi Nomoto, Katsutoshi Ueno and Nariaki Fujii : 小型門型ロードセルの遠心模型実験への適用について, 第30回土質工学研究発表会平成7年度講演集, 1707-1710, 1995.
122.	Akira Ohi, Katsutoshi Ueno, Yukimitsu Yokoyama and Toshiyuki Fujii : 剛性を考慮した円形立坑に作用する土圧に関する遠心模型実験, 第30回土質工学研究発表会平成7年度講演集, 1621-1624, 1995.
123.	Takae Mizunuma, Yukimitsu Yokoyama and Katsutoshi Ueno : 大谷地区における岩盤ひずみの現地計測と空洞隅角部の応力集中について, 第30回土質工学研究発表会平成7年度講演集, 1185-1186, 1995.
124.	Akira Ohi, Katsutoshi Ueno, Toshiyuki Fujii and Yukimitsu Yokoyama : 立坑内の掘削過程をシミュレートする遠心模型実験方法について, 第22回関東支部技術研究発表会講演概要集, 284-285, 1995.
125.	Toshi Nomoto, Kenji Mito, Shinichiro Imamura, Katsutoshi Ueno and Osamu Kusakabe : 遠心載荷用シールド模型実験装置の開発, 土木学会第49回年次学術講演会講演概要集第3部B, 1352-1353, 1994.
126.	Takae Mizunuma, Yukimitsu Yokoyama and Katsutoshi Ueno : 自然放置された堆積軟岩の強度特性, 土木学会第49回年次学術講演会講演概要集第3部, 656-657, 1994.
127.	Katsutoshi Ueno, Masashi Tasaki, Shigetugu Yoshida and Yukimitsu Yokoyama : 一面せん断試験機を用いた二種の粒状体に発生するせん断層幅の測定, 第29回土質工学研究発表会平成6年度講演集, 439-440, 1994.
128.	Yukimitsu Yokoyama, Katsutoshi Ueno and Takae Mizunuma : 大谷地区空洞の陥没前と陥没時の現象について, 第29回土質工学研究発表会平成6年度講演集, 67-68, 1994.
129.	Katsutoshi Ueno, Yoshinao Kurachi, Akira Ohi and Yukimitsu Yokoyama : 根固め杭の根固め先端部の破壊に及ぼす形状の影響, 第28回土質工学研究発表会平成5年度発表講演集, 1731-1734, 1993.
130.	Yoshinao Kurachi, Katsutoshi Ueno, Akira Ohi and Yukimitsu Yokoyama : 大型土槽を用いた根固め杭の載荷試験, 第28回土質工学研究発表会平成5年度発表講演集, 1727-1730, 1993.
131.	Atsushi Tanise, Kinya Miura, Hiroshi Ezaki, Katsutoshi Ueno and Syosuke Toki : 人工軟岩の支持力模型実験, 第28回土質工学研究発表会平成5年度発表講演集, 1611-1614, 1993.
132.	Katsutoshi Ueno, Nobuyuki Akiyama, Masashi Tasaki and Yukimitsu Yokoyama : 砂地盤上の浅い基礎によって生じるせん断層の発達と寸法について, 第28回土質工学研究発表会平成5年度発表講演集, 1591-1594, 1993.
133.	Toshihiko Nakatomi, Katsutoshi Ueno, Osamu Kusakabe, Toshi Nomoto and Kenji Mito : 遠心加速度履歴を受けた砂地盤上浅い基礎の載荷試験, 第28回土質工学研究発表会平成5年度発表講演集, 1579-1582, 1993.
134.	Katsutoshi Ueno, Toshihiko Nakatomi, Osamu Kusakabe, Toshi Nomoto and Kenji Mito : 繰返し遠心加速度履歴を受ける模型砂地盤の応力および変形特性, 第28回土質工学研究発表会平成5年度発表講演集, 1489-1490, 1993.
135.	Yukimitsu Yokoyama, Yoshiyuki Ishihara and Katsutoshi Ueno : 乾湿履歴が堆積軟岩の一軸圧縮強度に及ぼす影響, 第28回土質工学研究発表会平成5年度発表講演集, 1405-1406, 1993.
136.	Yoshinao Kurachi, Osamu Kusakabe, Katsutoshi Ueno, Masaaki Kakurai, Shigeru Inaba and Yukimitsu Yokoyama : 根固め杭の先端部の破壊形態, 土木学会第47回年次学術講演会講演概要集第3部, 892-893, 1992.
137.	Yukimitsu Yokoyama, Katsutoshi Ueno and Hiroki Okada : 大谷地区空洞の陥没に関する二，三の考察, 土木学会第47回年次学術講演会講演概要集第3部, 640-641, 1992.
138.	Yoshinao Kurachi, Osamu Kusakabe, Katsutoshi Ueno, Masaaki Kakurai and Yukimitsu Yokoyama : 根固め杭の先端支持力に及ぼす形状の影響, 第27回土質工学研究発表会平成4年度発表講演集, 1559-1562, 1992.
139.	Katsutoshi Ueno and Tomoyasu Yamashita : 均等な粒径に調整された砂の載荷試験, 第27回土質工学研究発表会平成4年度講演集, 1459-1462, 1992.
140.	Toshihiko Nakatomi, Katsutoshi Ueno, Osamu Kusakabe and Toshi Nomoto : 模型砂地盤の初期応力と初期相対密度に及ぼす遠心加速度履歴の影響, 第27回土質工学研究発表会平成4年度発表講演集, 1379-1382, 1992.
141.	Hiroki Okada, Yukimitsu Yokoyama and Katsutoshi Ueno : 大谷石のクリープ破壊に関する実験, 第27回土質工学研究発表会平成4年度発表講演集, 1237-1238, 1992.
142.	Katsutoshi Ueno, Kinya Miura and Syosuke Toki : サイクリックモビリティ現象の個別要素法解析, 土木学会第46回年次学術講演会講演概要集第3部, 470-471, 1991.
143.	Katsutoshi Ueno, Kinya Miura, Atsushi Tanise and Kenichi Maeda : 粒状体のせん断層の幅と粒子寸法の影響について, 第26回土質工学研究発表会平成3年度発表講演集, 425-428, 1991.
144.	Katsutoshi Ueno, Kinya Miura, Atsushi Tanise and Kenichi Maeda : 粒状体に発生するせん断層の測定方法, 第26回土質工学研究発表会平成3年度発表講演集, 421-424, 1991.
145.	Katsutoshi Ueno, Kinya Miura and Yoshito Maeda : せん断強度の応力依存性を考慮した直接基礎の極限支持力, 技術報告集, No.31, 53-62, 1991.
146.	Kinya Miura, Katsutoshi Ueno and Atsushi Tanise : せん断層を考慮した地盤の破壊挙動解析手法, 第26回土質工学研究発表会平成3年度発表講演集, 1295-1298, 1991.
147.	Kinya Miura, Katsutoshi Ueno and Yoshito Maeda : 直接基礎の極限支持力推定法の提案, 第25回土質工学研究発表会平成2年発表講演集, 1247-1250, 1990.
148.	Katsutoshi Ueno, Kinya Miura and Yoshito Maeda : 砂地盤直接基礎の簡易極限支持力推定法, 土木学会第45回年次学術講演会講演概要集第3部, 1018-1019, 1990.
149.	Kinya Miura, Katsutoshi Ueno and Syosuke Toki : 繰返し荷重を受ける粒状体変形の個別要素法解析, 土木学会第44回年次学術講演会講演概要集第3部, 504-505, 1989.
150.	Kinya Miura, Syosuke Toki and Katsutoshi Ueno : 個別要素法による粒状体の変形·破壊挙動解析, 第24回土質工学研究発表会平成元年度発表講演集, Vol.3, 467-470, 1989.

Et cetera, Workshop:

1.	Katsutoshi Ueno, Daiki Hizen and Naoki Kijima : 軟弱粘土上に築造された堤防の遠心模型実験, 第9回遠心模型実験技術シンポジウム, Jul. 2019.
2.	Katsutoshi Ueno : 大阪北部地震災害調査速報, 大阪北部地震災害調査速報会, Jun. 2018.
3.	Katsutoshi Ueno : Displacement field analysis in model sand using image analysis technique, 日中地盤工学セミナーアンドワークショップ, Nov. 2001. (Summary) The authors developed a simple and general displacement field measuring method using a technique for image analysis. The proposed method, named CCIP method, requires no target installed in the model to measure displacement field on sand. A newly developed correction method for distortion of image needs no longer information than the coordination of four datum points covering the analyzed zone. These features can reduce labor in the preparation of model sand and the analysis of displacement fields. An evaluation of accuracy and two examples are presented in this paper. The results show that the method can measure deformations in sand within an accuracy of 2 pixels of the images employed.
4.	Katsutoshi Ueno : On displacement field analysis in model sand using image analysis, Workshop on centrifuge modelling, Mar. 2001. (Summary) The authors developed a simple and general displacement field measuring method using a technique for image analysis. The proposed method, named CCIP method, requires no target installed in the model to measure displacement field on sand. A newly developed correction method for distortion of image needs no longer information than the coordination of four datum points covering the analyzed zone. These features can reduce labor in the preparation of model sand and the analysis of displacement fields. An evaluation of accuracy and two examples are presented in this paper. The results show that the method can measure deformations in sand within an accuracy of 2 pixels of the images employed.
5.	Katsutoshi Ueno : 寸法効果を考慮した浅い基礎の支持力算定法, 地盤工学に関する勉強会, Mar. 2001.
6.	Katsutoshi Ueno : 地下空洞の陥没, 地盤工学に関する勉強会テキスト, 1-16, Jun. 1999.

Report:

1.	Katsutoshi Ueno : 土構造物の浸水・空洞形成モニタリング装置の開発, 建設事業に関する技術開発・調査研究第15回助成事業報告書, Oct. 2012. (Keyword) capacitance / sensor / soil structure / 社会基盤の維持管理
2.	Atsushi Mori and Katsutoshi Ueno : 光を使って通信してみよう, CQ ham radio, Vol.66, No.5, 160-161, Tokyo, May 2011.
3.	Katsutoshi Ueno : 2-3-3 災害時の自立的通信手段としてのアマチュア無線普及プロジェクト, 平成19年度∼平成21年度徳島大学地域創生センター報告書, 41-47, Mar. 2010. (Keyword) アマチュア無線 / soil structure / 災害時の孤立対策 / regional disaster management
4.	Jing-Cai Jiang, Susumu Nakano, Katsutoshi Ueno and Takeshi Okabe : Field reconnaissance report on the geo-disaster caused by the Iwate-Miyagi Nairiku Earthquake in 2008, 平成20(2008)年岩手・宮城内陸地震被害に関する緊急調査研究報告書, Aug. 2009.
5.	Katsutoshi Ueno : アマチュア無線を利用した大規模災害時の自立的通信手段確保を目指した地域防災教育に関する研究, The Anual Report of The Telecommunications Advancement Foundation, Vol.23, 214-222, Tokyo, Nov. 2008. (Keyword) 中山間地 / アマチュア無線 / 孤立対策 / disaster

Patent:

1.	Katsutoshi Ueno, 霜村潤, 平田祥一 and 道浦吉貞 : 未開示, 2016054522 (Mar. 2016), (Sep. 2017), .
2.	Katsutoshi Ueno : 静電容量型水分計および水位計, 2010-275203 (Dec. 2010), 2012-122909 (Jun. 2012), 5688731 (Feb. 2015).

Grants-in-Aid for Scientific Research (KAKEN Grants Database @ NII.ac.jp)

並列タンクモデルによる土砂災害警戒情報の精度向上に関する実践的研究 (Project/Area Number: 20K05032 )
実践的研究に基づく空振り率低減を主眼とした土砂災害警戒基準の提案 (Project/Area Number: 17K01335 )
Reliable deformation analysis based on verification and validation of numerical method (Project/Area Number: 16H04409 )
capacitive sensors for submersion and cavitation monitoring and suggestion of cavitation risk index (Project/Area Number: 25420506 )
Seepage and overtopping performance of deformed levee after earthquake (Project/Area Number: 25289147 )
Development of closed-circuit RADER to detect submerged points in large structures (Project/Area Number: 23656298 )
System for verification and examination of construction placement related performance evaluation of fresh concrete using at construction site (Project/Area Number: 20360193 )
Understanding of progressive failure in view of particle crushing and it's modelling (Project/Area Number: 12650488 )
水浸による舗装内空洞の発生・成長メカニズムと補修判定基準の提案 (Project/Area Number: 11750444 )
Mechanism of germination of underground cavities and its influence on pavement (Project/Area Number: 11450182 )
三主応力下中空円筒供試体の応力-ひずみ関係と円形立坑に作用する土圧予測への適用 (Project/Area Number: 09750567 )
Back filling method using waste matter regarding drive ability of wheelchairs for handicapped persons (Project/Area Number: 08455216 )
均等粒径砂地盤上の浅い基礎の変形強度特性に及ぼす進行性破壊の影響 (Project/Area Number: 05855066 )
Study on Functional Characteristics of Geomembranes as New Construction Materials by Centrifugal Model Tests (Project/Area Number: 04650430 )
Study on the Mechanism of Subsidence into the Underground Cavity in OHYA Quarries. (Project/Area Number: 04452223 )
Search by Researcher Number (70232767)

Associate Professor : Ueno, Katsutoshi

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Grants-in-Aid for Scientific Research (KAKEN Grants Database @ NII.ac.jp)