A STUDY ON THE DOMINATING MECHANISMS AND PARAMETERS INFLUENCING THE PHYSICAL PROPERTIES OF ARIAKE CLAY
スポンサーリンク
概要
著者
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Miura Norihiko
Department Of Civil Engineering
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Sridharan Asuri
Institute Of Lowland Technology Saga University
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El-shafei Ahmed
Department Of Civil Engineering Saga University
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Sridharan Asuri/El-Shafei
Institute of Lowland Technology,Saga University/Department of Civil Engineering,Saga University/Department of Civil Engineering,Saga University
関連論文
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- Analysis of Granular Column Reinforced Ground-II: Stress Transfer from Granular Column to soil
- Mobilization of Interaction Resistance at the Soil-Geogrid Reinforcement interface
- Comparing the performance of landfill liner systems
- PREDICTION OF UNDISTURBED SILTY-CLAY BEHAVIOUR IN A MULTI-CONTROLLED CYCLIC TRIAXIAL TEST
- A STUDY ON THE DOMINATING MECHANISMS AND PARAMETERS INFLUENCING THE PHYSICAL PROPERTIES OF ARIAKE CLAY
- Particle-crushing properties of sands under high stresses
- DESIGN OF REINFORCED STONE COLUMNS
- Effect of pore water on the behavior of a sand under high pressures
- Point resistance of piles in sand
- Compressibility and drained shear characteristics of a sand under high confining pressures
- UNDRAINED BEHAVIOR OF UNCEMENTED AND INDUCED CEMENTED ARIAKE CLAYS
- Behavior of Cement Admixtured High Water Content Clays with Clay Water Content /Cement Ratio, wc/c as a Parameter
- Prediction of Strength and Consolidation Parameters of Cement Stabilized Clays