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Post-cyclic undrained response of sand and silt

Published:2020-06 Issue: Volume:133 Page:106138
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Juneja Ashish,Mohammed-Aslam A.K.

Funder

Indian Institute of Technology Bombay

Industrial Research and Consultancy Centre (IRCC) at IIT Bombay

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference26 articles.

1. Current state of research on flow failure considering void redistribution in liquefied deposits;Kokusho;Soil Dynam Earthq Eng,2003

2. Correlation of cyclic preloading with the liquefaction resistance;Wichtmann;Soil Dynam Earthq Eng,2005

3. Cyclic behaviour and resistance of saturated sand under non;Yang;Geotechnique,2011

4. Recompression of normally consolidated clay after cyclic loading;Yasuhara;Soils Found,1991

5. Postcyclic recompression, stiffness, and consolidated cyclic strength of silt;Hyde;J Geotech Geoenviron Eng,2007

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1. COHESIVE SOIL BEHAVIOR UNDER CYCLIC LOADING IN UNDRAINED CONDITIONS;International Journal of GEOMATE;2024-07-30

2. Research on Damage Evolution Law of Glazed Hollow Beads-Cement/Sodium Silicate Grouting Materials under Different Cycles of Loading and Unloading;Materials;2023-12-30

3. Post-cyclic undrained behavior of marine soft clay subjected to partially drained cyclic loading;Marine Georesources & Geotechnology;2023-07-27

4. Cyclic shear stress-strain prediction of saturated sand based on the unrolled seq2seq model and scheduled sampling;Soil Dynamics and Earthquake Engineering;2023-02

5. Liquefaction and Post Liquefaction Response of Coal Ash Using Cyclic Simple Shear;Challenges and Innovations in Geomechanics;2022-07-31

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