Study on the One-dimensional Consolidation and the Shear Strength Characteristics of Fully Saturated Clay, in Terms of Effective Stress

Publication Title
Study on the One-dimensional Consolidation and the Shear Strength Characteristics of Fully Saturated Clay, in Terms of Effective Stress

Authors
Toshihisa Adachi; Kooichi Akai

Published In

6th International Conference on Soil Mechanics and Foundation Engineering (Montréal)

Theme

Soil Properties - Shear Strength and Consolidation

Categories
Soil Mechanics

International Society for Soil Mechanics and Geotechnical Engineering

Contact Information

Secretary General - Dr A M McNamara
Email: [email protected]
Phone: +44 20 7040 8154
City, University of London
Northampton Square
London EC1V 0HB. United Kingdom

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Study on the One-dimensional Consolidation and the Shear Strength Characteristics of Fully Saturated Clay, in Terms of Effective Stress

Contact Information