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Department of Civil Engineering Tokyo Institute of Technology | 論文
- 改良土とジオグリッドを組み合わせた補強土壁の遠心振動台実験
- EFFECTS OF INITIAL FABRIC AND SHEARING DIRECTION ON CYCLIC DEFORMATION CHARACTERISTICS OF SAND
- EFFECTS OF INITIAL FABRIC AND SHEARING DIRECTION ON CYCLIC DEFORMATION CHARACTERISTICS OF SAND
- PREDICTING THE SIZE EFFECT ON CONCRETE BEAMS IN TORSION BASED ON FICTITIOUS CRACK APPROACH
- The Size Effect on Torsion Strength of Concrete
- PARAMETRIC ANALYSIS ON SIZE EFFECT OF PULL-OUT FAILURE
- Axisymmetric Size Effect Analysis for Pull-Out Strength by the Extended Fictitious Crack Approach
- DETECTING THE ANCHORAGE BEHAVIOR FOR CABLES OF SUSPENSION BRIDGES USING NONLINEAR FRACTURE MECHANICS
- A NUMERICAL STUDY ON THE LOCALIZED COMPRESSIVE FAILURE OF REINFORCED CONCRETE STRUCTURES
- Analysis of Size Effect in Concrete Structures
- A METHOD FOR CORRECTING UNDRAINED SHEAR STRENGTH FOR SAMPLE DISTURBANCE
- BEARING CAPACITY OF RECTANGULAR FOOTINGS ON CLAYS OF STRENGTH INCREASING LINEARLY WITH DEPTH
- 粘性土地盤上の低い盛土の安定性
- 偏心傾斜荷重を受ける粘性土地盤上の基礎の支持力
- 海底地盤
- 海洋底における土質力学の問題
- K_0-過圧密粘性土の非排水せん断強度異方性(『土質工学会論文報告集』Vol. 29,No.3 (1989年9月発行)掲載論文の概要)
- UNDRAINED SHEAR STRENGTH ANISOTROPY OF K_0-OVERCONSOLIDATED COHESIVE SOILS
- UNDRAINED SHEAR STRENGTH OF REMOULDED MARINE CLAYS
- 海成粘土の非排水せん断強度