UNDRAINED STRENGTH OF K_0 NORMALLY CONSOLIDATED CLAYS BASED ON AN ANISOTROPIC YIELD FUNCTION(ABSTRACTS OF PROCEEDINGS OF THE SCHOOL OF ENGINEERING SERIES J TOKAI UNIVERSITY : 2002-2003)
スポンサーリンク
概要
著者
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AKAISHI Masaru
Department of Civil Engineering, School of Engineering
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TONOSAKI Akira
Dept of Civil and Environmental Engineering, KIT
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TONOSAKI Akira
Department of Civil Engineering, Devision of Environmental Engineering, Kanazawa Institute of Techno
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Sagae Kenya
Jr East Co. Ltd.
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Tonosaki Akira
Department Of Anatomy Yamagata University School Of Medicine
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Tonosaki Akira
Department Of Civil Engineeringkanazawa Institute Of Technolgy
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Akaishi Masaru
Department Of Civil Engineering
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SAGAE Kenya
East Japan Railway Co., Ltd.
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Akaishi Masaru
Department Of Civil Engineering Tokai University
関連論文
- Influences of Overburden Pressure on Dynamic Penetration of a Rigid Bar into Soil
- Secondary Compression Behavior in Standard Consolidation Tests
- Ratio of Undrained Shear Strength to Vertical Effective Stress
- Time Effects on One-dimensional Consolidation Analysis(ABSTRACTS OF PROCEEDINGS OF THE SCHOOL OF ENGINEERING SERIES J TOKAI UNIVERSITY -2003-2004-)
- One-dimensional consolidation analysis taking account of secondary compression during primary consolidation(ABSTRACTS OF PROCEEDINGS OF THE SCHOOL OF ENGINEERING SERIES J TOKAI UNIVERSITY -2003-2004-)
- One-dimensional consolidation analysis based on log(t) and e soil models(ABSTRACTS OF PROCEEDINGS OF THE SCHOOL OF ENGINEERING SERIES J TOKAI UNIVERSITY -2003-2004-)
- Time Effects on One-dimensional Consolidation Analysis
- Influences of the Duration of Incremental Pressure on One-Dimensional Consolidation Characteristics of Clays
- Strain Rate Effect of Overconsolidated Clays
- The Adaptability for Light Weight Geomaterials using Crashed Wastes Expanded polystyrene (EPS) Ingots mixed Soils