Influence of Soil Type on the Effect of Strain Rate on Small-Strain Cyclic Shear Modulus

Author:

Vucetic Mladen,Tabata Kentaro

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference23 articles.

1. Existence of a unique stress-strain-time relation of clays;Akai;Soils and Foundations,1975

2. Direct simple-shear test on a Norwegian quick clay;Bjerrum;Géotechnique,1966

3. Prediction of pore water pressure buildup and liquefaction of sand by the cyclic strain method;Dobry,1982

4. A direct simple shear device for measuring small-strain behavior;Doroudian;ASTM Geotech. Testing J., GTJODJ,1995

5. Small-strain testing in an NGI-type direct simple shear device;Doroudian,1998

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