Undrained Monotonic and Cyclic Shear Behaviour of Sand Under Low and High Confining Stresses

Author:

Hyodo Masayuki,Hyde Adrian F.L.,Aramaki Noritaka,Nakata Yukio

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference19 articles.

1. Effect of initial density on soil instability at high pressure;Bopp;Proc. ASCE,1997

2. Undrained cyclic shear behaviour of normally consolidated clay subjected to initial static shear stress;Hyodo;Soils and Foundations,1994

3. Cyclic shear strength and deformation of crushable carbonate sand;Hyodo;Soil Dynamics and Earthquake Engrg.,1996

4. Steady state and liquefaction strengths of crushable soils;Hyodo;Proc. of Japanese Society of Civil Engineers,1996

5. Undrained cyclic shear characteristics of decomposed granite soil in Rokko Island;Hyodo;Proc. of Japanese Society of Civil Engineers,1997

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