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Department of Civil Engineering, Nagoya University | 論文
- AN ELASTO-PLASTIC DESCRIPTION OF TWO DISTINCT VOLUME CHANGE MECHANISMS OF SOILS
- SIMULATION OF SHEAR AND ONE-DIMENSIONAL COMPRESSION BEHAVIOR OF NATURALLY DEPOSITED CLAYS BY SUPER/SUBLOADING YIELD SURFACE CAM-CLAY MODEL
- Zdenek P. Bazant 教授 テイモシェンコメダルの受賞講演 : 幸運に恵まれたある力学研究者の回想と反省
- Zdenek P. Bazant 教授のテイモシェンコメダルの受賞の紹介
- MODEL TESTS AND THEORETICAL ANALYSIS OF REINFORCED SOIL SLOPES WITH FACING PANELS
- UNDRAINED SHEAR STRENGTH OF CLAY IMPROVED WITH SAND COMPACTION PILES
- STABILITY ANALYSIS OF REINFORCED SOIL STRUCTURES USING RIGID PLASTIC FINITE ELEMENT METHOD
- SEEPAGE FAILURE EXPERIMENTS AND THEIR ANALYSES OF LOOSE AND MEDIUM DENSE SANDS
- ELASTO-PLASTIC BEHAVIOR OF NATURALLY DEPOSITED CLAY DURING/AFTER SAMPLING
- SUPERLOADING YIELD SURFACE CONCEPT FOR HIGHLY STRUCTURED SOIL BEHAVIOR
- Investigation and Modification of the Characteristic of Unified Concrete Plasticity Model
- 現場実験による擁壁土圧の研究(『土質工学会論文報告集』Vol. 18,No. 3(1978年9月発行)掲載論文の概要)
- EXPERIMENTAL STUDY ON EARTH PRESSURE OF RETAINING WALL BY FIELD TESTS
- STABILITY ANALYSIS OF EARTH STRUCTURES RESISTING EARTHQUAKE
- COUPLING ANALYSES OF LIMITING EQUILIBRIUM STATE FOR NORMALLY CONSOLIDATED AND LIGHTLY OVERCONSOLIDATED SOILS
- BEARING CAPACITY ANALYSIS OF A NORMALLY CONSOLIDATED CLAY FOUNDATION
- Nonlinear Dynamic Analysis of RC piers designed by Four Major Seismic Design Codes
- APPLICATION OF INFINITE ELEMENTS TO SEEPAGE ANALYSIS IN GEOTECHNICAL PERSPECTIVE
- APPLICATION OF INFINITE ELEMENTS TO SEEPAGE ANALYSIS IN GEOTECHNICAL PERSPECTIVE
- STUDY ON THE TRANSIENT STRESS FIELD FROM WAVE PROPAGATION TO OSCILLATION STATE IN RC COLUMNS