Numerical study on stability of geosynthetic-encased stone column-supported embankments based on equivalent method

Author:

Zhang Ling,Peng BochengORCID,Zhou Shuai,Cui Penglu,Liu Yangyang

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference33 articles.

1. Foundation of a coal/coke stockyard on soft soil with geotextile encased columns and horizontal reinforcement;Alexiew,2009

2. Geotextile-encased columns: case studies over twenty years;Alexiew,2015

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

4. Modeling the stone column behavior in soft ground with special emphasis on lateral deformation;Basack;J. Geotech. Geoenviron. Eng.,2017

5. On the shear failure mode of granular column embedded unit cells subjected to static and cyclic shear loads;Cengiz;Geotext. Geomembranes,2019

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