Strength and dilatancy of sand before and after stabilisation with colloidal-silica gel-Reference-Cited by-同舟云学术

Strength and dilatancy of sand before and after stabilisation with colloidal-silica gel

Published:2021-02-18 Issue: Volume: Page:1-15
ISSN:0016-8505
Container-title:Géotechnique
language:en
Short-container-title:Géotechnique

Author:

Triantafyllos Panagiotis K.¹^ORCID,Georgiannou Vassiliki N.¹,Pavlopoulou Eleni-Maria¹,Dafalias Yannis F.²

Affiliation:

1. Department of Geotechnical Engineering, National Technical University of Athens, Greece.

2. Department of Mechanics, National Technical University of Athens, Greece; Department of Civil and Environmental Engineering, University of California, Davis, CA, USA; Institute of Thermomechanics, Czech Academy of Sciences, Prague, Czech Republic.

Publisher

Thomas Telford Ltd.

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://www.icevirtuallibrary.com/doi/pdf/10.1680/jgeot.19.P.123

Reference98 articles.

1. Effect of Particle Shape on the Mechanical Behavior of Natural Sands

2. Simulation of seismic response of passively stabilised sand

3. Inhomogeneous deformation of elastomer gels in equilibrium under saturated and unsaturated conditions

4. The influence of inter-particle friction and the intermediate stress ratio on soil response under generalised stress conditions

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