Triaxial compressive behaviour of geotextile encased stone columns-Reference-Cited by-同舟云学术

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Triaxial compressive behaviour of geotextile encased stone columns

Published:2019-04 Issue: Volume:108 Page:53-60
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Xue Jianfeng^ORCID,Liu Zhiyong,Chen Jianfeng

Funder

National Natural Science Foundation of China

Shanghai Pujiang Program

State Key Laboratory of Hydraulics and Mountain River Engineering, China

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference24 articles.

1. The settlement performance of stone column foundations;Black;Géotechnique,2011

2. Triaxial tests on model sand columns in clay;Sivakumar;Can Geotech J,2004

3. The pressure distribution along stone columns in soft clay under consolidation and foundation loading;Sivakumar;Géotechnique,2011

4. Experimental and Theoretical Investigations on Geocell-Supported Embankments;Latha;Int J Geomech,2006

5. Failure mechanism of geosynthetic-encased stone columns in soft soils under embankment;Chen;Geotext Geomembr,2015

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2. Confinement effect of geocell on the mechanical characteristics of reinforced sand subgrade;Transportation Geotechnics;2024-09

3. Shear Strength of Geosynthetic-Encased Stone Columns in Unsaturated Soils;Geotechnical and Geological Engineering;2024-07-23

4. A nonlinear analytical model for consolidated geotextile-encased sand columns;Geosynthetics International;2024-06-22

5. Pre-and post-cyclic behavior of soft ground improved by geogrid-encased granular columns considering clogging effect;Construction and Building Materials;2024-05

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