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Department of Ocean Civil Engineering, Kagoshima University | 論文
- マレーシア・トレンガヌ洲Kemamanエスチュアリーのマングローブ群落における底泥の堆積特性
- えびの・吉松地域に分布するシラスのセン断特性について
- MICROSCOPIC OBSERVATION ON PROGRESSIVE FAILURE OF REINFORCED FOUNDATIONS
- ANALYSIS AND PREDICTION OF CONSOLIDATION SETTLEMENT OF NORMALLY CONSOLIDATED CLAY FOUNDATION UNDER EMBANKMENT LOADING
- 乱したシラスの排水セン断特性について
- ANISOTROPIC DEFORMATION-STRENGTH PROPERTIES OF SOFT SEDIMENTARY ROCK "SHIRASU" ORIGINATED FROM PYROCLASTIC FLOWS
- EFFECT OF DENSITY ON THE DRAINED DEFORMATION BEHAVIOR OF SHIRASU (VOLCANIC SANDY SOIL) UNDER THREE-DIMENSIONAL STRESSES
- DRAINED DEFORMATION-STRENGTH CHARACTERISTICS OF LOOSE SHIRASU (VOLCANIC SANDY SOIL) UNDER THREE DIMENSIONAL STRESSES
- ANISOTROPIC DEFORMATION-STRENGTH CHARACTERISTICS OF AN ASSEMBLY OF SPHERICAL PARTICLES UNDER THREE DIMENTIONAL STRESSES
- ANISOTROPIC DEFORMATION-STRENGTH CHARACTERISTICS OF AN ASSEMBLY OF SPHERICAL PARTICLES UNDER THREE DIMENSIONAL STRESSES
- A METHOD OF THE IDENTIFICATION AND CLASSIFICATION OF PYROCLASTIC FLOW DEPOSITS DUE TO HARDNESS
- DEFORMATION CHARACTERISTICS OF HIGHLY COMPRESSIBLE SAND "SHIRASU"