Mitigation of reverse faulting in foundation soils using geosynthetic-encased granular columns-Reference-Cited by-同舟云学术

Mitigation of reverse faulting in foundation soils using geosynthetic-encased granular columns

Published:2023-09 Issue: Volume:42 Page:101067
ISSN:2214-3912
Container-title:Transportation Geotechnics
language:en
Short-container-title:Transportation Geotechnics

Author:

Chiang Jung^ORCID,Michel Emerson Edwige,Yang Kuo-Hsin^ORCID,Zornberg Jorge G.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference45 articles.

1. Behavior of geotextile encased granular columns supporting test embankment on soft deposit;Almeida;J Geotech Geoenviron Eng,2015

2. Centrifuge modeling of Geotechnical mitigation measures for shallow foundations subjected to reverse faulting;Ashtiani;Can Geotech J,2017

3. Standard Test Method for Tensile Properties of Geotextiles by the Wide-Width Strip Method;ASTM D4595,2009

4. Standard Test Method for Determining the Shear Strength of Soil-Geosynthetic and Geosynthetic-Geosynthetic Interfaces by Direct Shear;ASTM D5321,1997

5. ASTM D7181. Standard Test Method for Consolidated Drained Triaxial Compression Test for Soils. West Conshohocken, US: ASTM International 2011.

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