<Paper>Secondary Compression of Anisotropic Consolidated Clays

スポンサーリンク

概要

• 論文の詳細を見る

• A constitutive model capable of accounting for time dependency and the quasi-pre-consolidated effect is presented. The model adopts the concept of an anisotropic bounding surface combining, elastoplastic and viscoplastic theory to simulate secondary compression of quasi-pre-consolidated clay under the multidimensional condition. Predictive capability of the proposed model is confirmed by Kg and anisotropic consolidation tests.

• 東海大学の論文

著者

• AKAISHI Masaru

  Department of Civil Engineering, School of Engineering

• TONOSAKI Akira

  Dept of Civil and Environmental Engineering, KIT

• TONOSAKI Akira

  Department of Civil Engineering, Devision of Environmental Engineering, Kanazawa Institute of Techno

• KAWAURA Fumiko

  Kuroiwa Design Co., Ltd.

• Tonosaki Akira

  Dept Of Civil And Environmental Engineering Kit

• Dafalias Yannis

  Department of Civil & Enviromental Engineering, University of Califormia, Davis and National Tehnica

• Tonosaki Akira

  Department Of Anatomy Yamagata University School Of Medicine

• Tonosaki Akira

  Department Of Civil Engineeringkanazawa Institute Of Technolgy

• Akaishi Masaru

  Department Of Civil Engineering

• Kawaura Fumiko

  Kuroiwa Surveyin Design Office Co. Ltd.

• Akaishi Masaru

  Department Of Civil Engineering Tokai University

• Dafalias Y

  Department Of Civil & Enviromental Engineering University Of Califormia Davis And National Tehni

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
• 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
• The Shearing Characteristics of Reinforced Sandy Soil
• WGA Lectin Binding Sites of the Apical Surface of Corti Epithelium: Enhancement by Back-Scattered Electron Imaging in Guinea-Pig Inner Ear
• 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

もっと見る 閉じる

スポンサーリンク