<Abstract>Influences of the Duration of Incremental Pressure on One-Dimensional Consolidation Characteristics of Clays

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概要

• 論文の詳細を見る
• 東海大学の論文

著者

• SUGIYAMA Motohiro

  Department of Civil engineering

• Sugiyama M

  Department Of Civil Engineering

• AKAISHI Masaru

  Department of Civil Engineering, School of Engineering

• SHIRAKO Hiroaki

  Tohoku branch Vice Manager, CPC, Co., Ltd.

• SHIRAKO Hiroaki

  Kensetu-Kikaku Consultant, Co., Ltd.

• Akaishi Masaru

  Department Of Civil Engineering

• Shirako Hiroaki

  Cpc Co. Ltd.

• Akaishi Masaru

  Department Of Civil Engineering Tokai University

• Shirako Hiroaki

  Kensetu Kikaku Co. Ltd.

関連論文

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• Cyclic shear behaviour of clay subjected to initial shear stress
• Influences of Overburden Pressure on Dynamic Penetration of a Rigid Bar into Soil
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• 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
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• Shear Strength Characteristics of Kanto Loam Subjected Repeated Loads
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