Monotonic and post cyclic behavior of sands under different strain paths in direct simple shear tests

Author:

Tohidvand Hamid Reza,Hajialilue-Bonab Masoud,Katebi Hooshang,Nikvand Vida,Ebrahimi-Asl Masoumeh

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference27 articles.

1. Experimental investigation of drainage during earthquake-induced liquefaction;Adamidis;Geotechnique,2018

2. 6528. Standard Test Method for Consolidated Undrained Direct Simple Shear Testing of Cohesive Soils, Philadelphia, USA;ASTM, D,2000

3. Liquefaction induced strength loss and deformation: simulation and design;Boulanger;Bull. Earthq. Eng.,2014

4. Simple shear behavior of calcareous and quartz sands;Brandes;Geotech. Geol. Eng.,2011

5. Instability of granular soils under strain path testing;Chu;J. Geotech. Eng.,1993

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