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Kiso-Jiban Consultants Co., Ltd. | 論文
- RESISTANCE OF PARTLY SATURATED SAND TO LIQUEFACTION WITH REFERENCE TO LONGITUDINAL AND SHEAR WAVE VELOCITIES
- 弾粘塑性モデルによる大規模盛土基礎地盤の変形解析
- 軟岩の非排水せん断挙動に関する数値シミュレーション
- 東京低地における沖積砂質土の粒度特性と細粒分が液状化強度に及ぼす影響
- DOWN-HOLE TRIAXIAL TEST TO MEASURE AVERAGE STRESS-STRAIN RELATIONSHIP OF ROCK MASS
- DAMAGES ON WATERFRONT GROUND DURING THE 1999 KOCAELI EARTHQUAKE IN TURKEY
- 2073ロマプリエタ地震による液状化と被害
- DEVELOPMENT OF SENSOR FOR MONITORING SEISMIC LIQUEFACTION
- 1386 浦河沖地震による構造物の被害と地盤の関係
- BEHAVIOR OF VERTICAL DRAIN IMPROVED SUBSOIL UNDER EMBANKMENT LOADING
- CENTRIFUGAL MODELING OF ENLARGED BASE FOUNDATION SUBJECTED TO PULL-OUT FORCE
- SIMPLIFIED METHOD FOR ANALYSIS OF PILES UNDERGOING LATERAL SPREADING IN LIQUEFIED SOILS
- EMPIRICAL CORRELATION BETWEEN SPT N-VALUE AND RELATIVE DENSITY FOR SANDY SOILS
- STATE CONCEPT AND MODIFIED ELASTOPLASTICITY FOR SAND MODELLING
- STATE CONCEPT AND MODIFIED ELASTOPLASTICITY FOR SAND MODELLING
- STRESS-STRAIN BEHAVIOR OF SAND IN PLANE STRAIN COMPRESSION, EXTENSION AND CYCLIC LOADING TESTS
- Experimental Studies on Behavior of Slime and Quality of Concrete in Cast-In-Place Piles using Real-Scale Model
- MAXIMUM AND MINIMUM VOID RATIO CHARACTERISTICS OF SANDS