Static liquefaction-triggering analysis considering soil dilatancy

Author:

Sadrekarimi Abouzar

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference108 articles.

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2. Data base of friction angles of sand and consolidation characteristics of sand, silt, and clay;Andersen;J. Geotech. Geoenviron. Eng., ASCE,2012

3. Void ratio redistribution in undrained triaxial extension tests on Ottawa sand;Ayoubian;Can. Geotech. J.,1998

4. Shear band characterization of triaxial sand specimens using computer tomography;Batiste;Geotech. Test. J., ASTM,2004

5. The critical state of sands;Been;Geotechnique,1991

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