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Public Works Research Institute | 論文
- EFFECTS OF PARTICLE CHARACTERISTICS ON THE VISCOUS PROPERTIES OF GRANULAR MATERIALS IN SHEAR
- Mechanism of Permanent Displacement of Ground Caused by Seismic Liquefaction (closure)
- エネルギー原理にもとづく, 液状化地盤の永久変位量の予測(『土質工学会論文報告集』Vol. 32,No.3 (1992年9月発行)掲載論文の概要)
- 液状化により発生する地盤永久変位のメカニズム(『土質工学会論文報告集』Vol. 32,No.3 (1992年9月発行)掲載論文の概要)
- PREDICTION OF PERMANENT DISPLACEMENT OF LIQUEFIED GROUND BY MEANS OF MINIMUM ENERGY PRINCIPLE
- MECHANISM OF PERMANENT DISPLACEMENT OF GROUND CAUSED BY SEISMIC LIQUEFACTION
- 1849 千葉県東方沖地震の被害
- 液状化地盤中のくいの水平載荷実験
- 盛土の地震時変形量に与える液状化層厚の影響に関する模型振動実験
- MODELLING AND SIMULATION OF RATE-DEPENDENT STRESS-STRAIN BEHAVIOUR OF GRANULAR MATERIALS IN SHEAR
- DETERMINATION OF PARTIAL FACTORS FOR A VERTICALLY LOADED PILE BASED ON RELIABILITY ANALYSIS
- EARTHQUAKE-INDUCED FLOW SLIDES OF FILLS AND INFINITE SLOPES
- EARTHQUAKE-INDUCED FLOW SLIDES OF FILLS AND INFINITE SLOPES
- THE PHYLOGEOGRAPHY FOR CONSERVATION OF THE GENUS LEFUA(Taxonomy and Systematics,Abstracts of papers presented at the 75^ Annual Meeting of the Zoological Society of Japan)
- 排水性舗装による自動車走行騒音の低減に関する検討
- MODELING COMPETITION AND SUCCESSION BETWEEN RED-TIDE-CAUSING CHATTONELLA AND DIATOMS - ROLE OF VERTICAL MIXING AND NUTRICLINE DEPTH
- MOBILISATION OF EARTH PRESSURE ACTING ON PILE CAPS UNDER CYCLIC LOADING
- 下水汚泥焼却プロセスからの温室効果ガスN2Oの放出特性
- A SIMPLIFIED PROCEDURE TO EVALUATE EARTHQUAKE-INDUCED RESIDUAL DISPLACEMENTS OF CONVENTIONAL TYPE RETAINING WALLS
- LARGE-SCALE SHAKE TABLE EXPERIMENT AND NUMERICAL SIMULATION ON THE NONLINEAR BEHAVIOR OF PILE-GROUPS SUBJECTED TO LARGE-SCALE EARTHQUAKES