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
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- Secondary Compression Behavior in Standard Consolidation Tests
- Ratio of Undrained Shear Strength to Vertical Effective Stress
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- 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-)
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- The Adaptability for Light Weight Geomaterials using Crashed Wastes Expanded polystyrene (EPS) Ingots mixed Soils
- Time Effects during One-Dimensional Consolidation
- Considerations on a Coefficient of Earth Pressure at Rest and the Elasto-Plastic Constitutive Equation
- Undrained Shear Strength Characteristics of Kanto Loam Including the Artificial Tree Root System
- The Influence of Secondary Consolidation on the Compression Time Curve
- Effects of Surcharge Load on the Reduction of Secondary Consolidation
- Constitutive Equations of Saturated Kanto Loam
- One Dimensional Consolidation of Soft Grounds under Low Embankment
- A Study on the Damage and the Possible Use of Foundation Structures Due to the 1995 Hyogoken-Nambu Earthquake
- Uprooting Test of Wild Grown Inclined Trees on Cut Slope
- Undrained Strain Softening Model for Nomally Consolidated Soils
- Soil Improvements Using Coal Ashes
- Secondary Compression of Anisotropic Consolidated Clays
- Application of Anisotropic Critical State Model to Triaxial Stress StrainBehaviors
- A Study of Estimating Immediate Settlement
- 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)
- A Consideration in Countermeasure on Reduction of Road Construction Cost
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- EARLY EXPRESSION OF INTERCELLULAR ADHESION MOLECULE-1 IN THE CORNEAL ENDOTHELIUM STIMULATED BY ENDOTOXIN : AN IMMUNO-SCANNING ELECTRON MICROSCOPICAL STUDY
- Effects of Shearing Rate on Stress-Strain-Time Relationship of Diatomaceous Muddy Rock
- Experimental Study on the Residual Strength of Mudstones
- Shear Strength Characteristics of Kanto Loam Subjected Repeated Loads
- Stability of Cut Slopes in Volcanic Cohesive Soils