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Researcher Information

last modified:2026/10/11

Associate Professor KONO, Tetsuya

Faculty, Affiliation

Faculty of Geosciences and civil Engineering,Institute of Science and Engineering

College and School Educational Field


Laboratory

Academic Background

Career

Kanazawa University(2026/04-)
(2026/04-)
(2018/04-2026/03)
University of Toyama(2026/04-)
Public Works Research Institute Center for Advanced Engineering Structural Assessment and Research(2015/04-2018/03)
Public Works Research Institute Center for Advanced Engineering Structural Assessment and Research(2008/04-2015/03)
(2006/03-2008/03)

Year & Month of Birth

Academic Society




Award









Specialities

、、

Speciality Keywords

Research Themes

Books

Papers

  •  Solving BM/AirportSoilProperties/2/2025 using simple machine learning algorithms Takayuki Shuku,Kok-Kwang Phoon,Tetsuya Kouno Geodata and AI 2026/09
  •  Variability and design partial factors for rubberized concrete based on experiments and a large-scale database Tetsuya Kouno,Yu Qiu,Rui Tang Construction and Building Materials 2026/04
  •  Effect of Rubber size and W/C on the Splitting Tensile Strength of Rubberized Concrete Yu Qiu,Tetsuya Kouno Proceedings of 8th International Conference on Civil Engineering and Architecture 8 C112 2025/12
  •  Symmetry–Asymmetry Framework for Rubberized Concrete: Correlations Between Mixture Design and Rubber Properties and Concrete Flowability and Mechanical Characteristics, and Three-Stage Transition of Compressive Strength Tetsuya Kouno,Yu Qiu,Rui Tang Symmetry 2025/11/08
  •  Symmetry–Asymmetry Framework for Rubberized Concrete: Logistic/Exponential Models for Fresh Properties and Corrected Predictions for Compressive Strength Tetsuya Kouno,Yu Qiu,Rui Tang 2025/10/15

show all

  •  Experimental study on improving the durability of underground/underwater structures by mixing impregnating agents into unhardened concrete. Tetsuya Kouno,Yu Qiu,Toshiya Ichihashi Scientific reports 15 1 32148 2025/09/01
  •  A Modified Strength Reduction Factor Model for Assessing Mechanical Property Reduction Factor of Rubber-mixed Concrete Yu QIU,Rui TANG,Tetsuya KOUNO JSMS Symposium on Reliability Engineering 35 2024/12
  •  Assessment of the Effects of Rubber Particles on Compressive Strength and Rheological Properties of Concrete Rui TANG,Yu QIU,Tetsuya KOUNO Proceedings of the Japan Concrete Institute 2024/06
  •  Database of rocking shallow foundation performance: Slow-cyclic and monotonic loading Hakhamaneshi, M.,Kutter, B.L.,Gavras, A.G.,Gajan, S.,Tsatsis, A.,Liu, W.,Sharma, K.,Pianese, G.,Kohno, T.,Deng, L.,Paolucci, R.,Anastasopoulos, I.,Gazetas, G. Earthquake Spectra 36 3 1585 2020 
  •  Database of rocking shallow foundation performance: Dynamic shaking Gavras, A.G.,Kutter, B.L.,Hakhamaneshi, M.,Gajan, S.,Tsatsis, A.,Sharma, K.,Kohno, T.,Deng, L.,Anastasopoulos, I.,Gazetas, G. Earthquake Spectra 36 2 960 2020/05 
  •  Streamline of design, construction and maintenance of bridge foundations 河野哲也 地盤工学会誌(Web) 68 10 17 2020
  •  Japanese Road Bridge Design Code: Specifications for Highway Bridges Tetsuya KOUNO,Takashi HARA 7th International Symposium on Geotechnical Safety and Risk (ISGSR 2019) Taipei, Taiwan, 2019/12
  •  Reliability-Based Design on Pile Foundation in Japan Takashi. HARA,Tetsuya KOUNO TC205 workshop in Iceland. 2019/09
  •  Development of partial factor design method on bearing capacity of pile foundations for Japanese Specifications for Highway Bridges Toshiaki Nanazawa,Tetsuya Kouno,Gaku Sakashita,Kazunori Oshiro Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards 13 3 166 2019/05/09 
  •  Development of partial factor design method on bending strength of piles for Japanese Specifications for Highway Bridges Toshiaki Nanazawa,Tetsuya Kouno,Gaku Sakashita,Takashi Nakaura Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards 13 3 176 2019/04/09 
  •  A study for revise of equation and evaluation of accuracy to estimate axial bearing capacity of pile Nanazawa Toshiaki,Kouno Tetsuya,Oshiro Kazunori,Iijima Shoichi Journal of Structural Engineering, A 65A 98 2019/03/15 
  •  FoRDy: Rocking Shallow Foundation Performance in Dynamic Experiments Andreas Gerasimos Gavras,Bruce L Kutter,Manouchehr (Manny,Hakhamaneshi,Sivapalan Gajan,Angelos Tsatsis,Keshab Sharma,Tetsuya Kouno,Lijun Deng,Ioannis,Anastasopoulos,George Gazetas,Krishnan Athipotta Variam DataCenterHub 2019
  •  FoRCy: Rocking Shallow Foundation Performance in Slow Cyclic and Monotonic Experiments Manouchehr Hakhamaneshi,Bruce L Kutter,Andreas Gerasimos Gavras,Sivapalan Gajan,Angelos Tsatsis,George Gazetas,Ioannis,Anastasopoulos,Tetsuya Kohno,Giovanna Pianese,Keshab Sharma,Lijun Deng,Weian Liu,Roberto Paolucci,Jonathan Monic DataCenterHub 2019
  •  IMPROVEMENT OF DEFORMATION MODULUS ESTIMATION CONSIDERING SOIL INVESTIGATION TYPES AND STRAIN LEVEL OTAKE Yu,NANAZAWA Toshiaki,HONJO Yusuke,KONO Tetsuya,TANABE Akinori Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering) 73 4 396 2017 
  •  IMPROVEMENT OF SUBGRADE REACTION ESTIMATION CONSIDERING DEFORMATION LEVEL AND STRAIN LEVEL OTAKE Yu,NANAZAWA Toshiaki,HONJO Yusuke,KONO Tetsuya,TANABE Akinori Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering) 73 4 412 2017 
  •  Redundancy in the seismic reliability-based design of bridge pile foundation Kumazaki Tatsuro,Nanasawa Toshiaki,Kono Tetsuya,Akiyama Mitsuyoshi Journal of Structural Engineering, A 63A 134 2017 
  •  An Experimental Study On Ultimate Strength and Ductility of Electric Resistance Welded Pipes, H. Ozoe,K. Ono,T. Nanazawa,T. Kohno,T. Ohmori 11th German Japanese Bridge Symposium Volume of Abstract 2016/08
  •  PROPOSAL OF DESIGN METHOD FOR BATTER PILE FOUNDATION ON SOFT CLAY OCCURRING CONSOLIDATION KOUNO Tetsuya,TANAKA Hiroyuki,NANAZAWA Toshiaki,NAKATANI Shoichi Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering) 72 3 204 2016 
  •  An evaluation of retrofitting for damaged footings due to ASR Testsuya KOUNO,Toshiaki NANAZAWA,Shouichi NAKATANI International Symposium on New Technologies for Urban Safety of Mega Cities in Asia(USMCA), Yangon, Myanmar 2014/11
  •  The excitation experiment results and the centrifugal shaking test results from non-destructive testing of existing timber pile foundations Tetsuya Kohno,Toshiaki Nanazawa,Shoichi Nakatani LIFE-CYCLE OF STRUCTURAL SYSTEMS: DESIGN, ASSESSMENT, MAINTENANCE AND MANAGEMENT 324 2014/10
  •  THE STRUCTURAL DESIGN OF PILE FOUNDATIONS BASED ON LRFD FOR JAPANESE HIGHWAYS Hideaki Nishida,Toshiaki Nanazawa,Masahiro Shirato,Tetsuya Kohno,Mitsuaki Kitaura Proceedings of the 29th U.S.–Japan Bridge Engineering Workshop,Tsukuba, Japan 2014/09
  •  BEARING CAPACITY CHARACTERISTIC AFTER LARGE DEFORMATION OF ACTUAL PILES CONSTRUCTED BY PRE-BORING KITAURA Mitsuaki,KOHNO Tetsuya,NISHIDA Hideaki,NANAZAWA Toshiaki,NAKATANI Shoichi,YOKOYAMA Masaki,YOSHIKAWA Nao,TSUDA Kazuyoshi Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering) 70 1 106 2014
  •  Effect of variability of evaluation of geotechnical parameters on dynamic response of pile foundations KOHNO Tetsuya,TANIMOTO Shunsuke,ANDO Shigeyoshi,SAKAI Junichi,HOSHIKUMA Jun-ichi Japanese Geotechnical Journal 9 2 119 2014
  •  EXPOSURE TEST RESULTS FOR UNDERGROUND STRUCTURES DAMAGED BY ASR T. Kouno,T. Nanazawa,S. Nakatani,T,Yamamoto,T. Miyagawa The Thirteenth East Asia-Pacific Conference on Structural Engineering & Construction (EASEC-13) 2013/09
  •  Research on Lateral Resistance Characteristics of Pile Foundation supported on Contact Column Type Cement-Treated Ground TANIMOTO Shunsuke,KOUNO Tetsuya,NANAZAWA Toshiaki,NAKATANI Shoichi Japanese Geotechnical Journal 8 4 543 2013
  •  Study on seismic performance assessment of precast concrete pile foundation based on dynamic analysis Ando Shigeyoshi,Kohno Tetsuya,Tanimoto Syunsuke,Nishida Hideaki,Hoshikuma Jyun-ichi Journal of Structural Engineering, A 59A 504 2013
  •  Most impacting conventional design parameters on the seismic permanent displacement of shallow foundations Masahiro Shirato,Tetsuya Kouno,Shoichi Nakatani,Roberto Paolucci Soils and Foundations 52 2 346 2012/04
  •  An Evaluation of the ASR-Degenerated Condition for the Footings Based on the Long Term Exposure Tests under the Actual Condition KOHNO Tetsuya,NAKATANI Shoichi,YAMAMOTO Takashi,MIYAGAWA Toyoaki Journal of the Society of Materials Science, Japan 61 10 837 2012 
  •  LRFD for the Structural Design of Piles in Grouped-pile Foundations M. Shirato,T. Kouno,S. Nakatani The 17th Southeast Asian Geotechnical Conference, May 9-13, 2010, Taipei, Taiwan. 2010/09
  •  An evaluation of the bend load that occurs in the butter piles set in the soft clay T. Kouno,H. Tanaka,M. Shirato,S. Nakatani Proc. of the 26th US-Japan Bridge Engineering Workshop (ed. Sanders, D. H.), Minneapolis, MN 207 2010
  •  Behavior of shallow foundation of bridge on block type and contact column type cement treated soil TANIMOTO Shunsuke,KOUNO Tetsuya,SATO Hiroshi,SHIRATO Masahiro,NAKATANI Shoichi Japanese Geotechnical Journal 5 2 309 2010
  •  Geotechnical criteria for serviceability limit state of horizontally loaded deep foundations Masahiro Shirato,Tetsuya Kohno,Shouichi Nakatani 119 2009/06
  •  An evaluation of the reliability of vertically loaded shallow foundations and grouped-pile foundations Tetsuya Kohno,Takashi Nakaura,Masahiro Shirato,Shoichi Nakatani Geotechnical Risk and Safety, Proceedings of the 2nd International Symposium on Geotechnical Safety and Risk (IS-Gifu 2009) 11-12 June, 2009, Gifu, Japan - IS-Gifu2009 177 2009/06
  •  Numerical Simulation of Model Tests of Pier-Shallow Foundation Systems Subjected to Earthquake Loads Using an Elasto-Uplift-Plastic Macro Element Masahiro Shirato,Roberto Paolucci,Tetsuya Kouno,Shoichi Nakatani,Jiro Fukui,Roberto Nova,Claudio di Prisco Soils and Foundations 48 5 693 2008/10
  •  Large-Scale Experiments on Nonlinear Behavior of Shallow Foundations Subjected to Strong Earthquakes Masahiro Shirato,Tetsuya Kouno,Ryuichi Asai,Shoichi Nakatani,Jiro Fukui,Roberto Paolucci Soils and Foundations 48 5 673 2008/10
  •  Numerical evaluation for the key design parameters that can contol the seismic performance of highway bridge pier-shallow foundation systems, M. Shirato,T. Kouno,S. Nakatani Proc. of the 24th US-Japan Bridge Engineering Workshop (ed. Sanders, D. H.), Minneapolis, MN 207 2008
  •  Large-scale model tests of shallow foundations subjected to earthquake loads M. Shirato,T. Kouno,S. Nakatani,R. Paolicci The 2nd Japan-Greece Workshop on Seismic Design, Observation, and Retrofit of Foundations 2007/04
  •  Development of a Measurement Technique for Liquid-Solid Flows Induced by Dispersion Phase with High Concentration SHIGEMATSU Takaaki,KOHNO Tetsuya Progress in Multiphase Flow Research 2 141 2007/03 

Conference Presentations

  • Foundation Engineering I -Design and Construction of Foundation-(conference:TRAINING COURSE IN SEISMOLOGY AND EARTHQUAKE ENGINEERING 2025 – 2026 International Institute of Seismology and Earthquake Engineering (IISEE))(2025/12)

Others

  •  トクシュウ ドウロキョウ シホウショ Ⅳ カブ コウゾウヘン ・ Ⅴ タイシン セッケイヘン : カイテイ ノ ポイント 40 9 31 2012/09

Arts and Fieldwork

Patent

Theme to the desired joint research

Grant-in-Aid for Scientific Research

○「既設橋梁基礎の耐震性評価における情報価値定量化と信頼性設計法の構築 」(2026-2028) 

Competitive research funding,Contribution

Collaborative research,Consignment study

Classes (Graduate Schools)

Classes (Bachelors)

International Project

International Students

Lecture themes

Others (Social Activities)

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