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Department Of Civil Engineering University Of Tokyo | 論文
- UNDRAINED DEFORMATION CHARACTERISTICS OF SAND IN MULTI-DIRECTIONAL SHEAR
- YIELDING OF LOOSE SAND IN THREE-DIMENSIONAL STRESS CONDITIONS
- PORE WATER PRESSURES MEASURED IN SAND DEPOSITS DURING AN EARTHQUAKE
- 三次元応力状態におけるゆるい砂の非排水変形特性(『土質工学会論文報告集』Vol. 21,No. 1(1981年3月発行)掲載論文の概要)
- UNDRAINED DEFORMATION CHARACTERISTICS OF LOOSE SAND UNDER THREE-DIMENSIONAL STRESS CONDITIONS
- 318 三次元応力状態における砂の異方性な変形特性(『土質工学会論文報告集』Vol. 19,No. 2(1979年6月発行)掲載論文の概要)
- ANISOTROPIC DEFORMATION CHARACTERISTICS OF SAND UNDER THREE DIMENSIONAL STRESS CONDITIONS
- 初級講座 この式どうやってできたの? どう使うの?(第18回)粘着力のある場合の土圧
- 地盤構造物の耐震診断と耐震補強 (特集 耐震診断と耐震補強)
- 米国と豪州での2つの補強土擁壁の崩壊例と教訓 (特集 補強土壁の信頼性)
- 補強土擁壁が信頼されるには? (特集 補強土壁の信頼性)
- 土圧論と擁壁の原点を訪ねて (特集 擁壁に近接した戸建住宅基礎の課題と解決策)
- 初級講座 基礎の設計--やさしい基礎知識(第40回)2.基礎の設計のための地盤材料の変形強度特性入門
- A Case of Retroperitoneal Schwannoma Difficult to Diagnose Preoperatively
- A NONLINEAR MODEL OF MONOCHROMATIC WAVES ON STEADY CURRENTS OVER GRADUALLY VARYING BOTTOMS
- VISCOUS PROPERTY OF TOYOURA SAND OVER A WIDE RANGE OF SHEAR DEFORMATION RATE AND ITS MODEL SIMULATION
- EFFECTS OF SUPERIMPOSING CYCLIC SHEAR STRESS ON THE UNDRAINED BEHAVIOR OF SATURATED SAND UNDER MONOTONIC LOADING
- A Unified Solidification Model of Hardening Concrete Composite at an Early Age
- Solidification Model of Hardening Concrete Composite for Predicting Creep and Shrinkage of Concrete
- STRENGTH AND DEFORMATION CHARACTERISTICS OF RECYCLED CONCRETE AGGREGATE AS A BACKFILL MATERIAL