Effects of Sample Disturbance on Strength and Consolidation Parameters of Soft Clay

Author:

Shogaki Takaharu,Kaneko Misao

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference23 articles.

1. Undrained strength characteristics of an alluvial marine clay in Tokyo bay;Hanzawa;Soils and Foundations,1979

2. Test method for One-dimensional consolidation Properties of soil JIS A 1217-1990;Japanese Standards Association,1993

3. New design procedure for stability of soft clays;Ladd;Proc. ASCE,1974

4. The variability of natural soils;Lumb;Canadian Geotechnical Journal,1970

5. Probability models of undrained strength of marine clay layer;Matsuo;Soils and Foundations,1977

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