Numerical simulation of bending characteristics of geosynthetic encased stone column
Xiang Zhen Qin,
Jian Feng Chen,
Peng Chen He
Abstract:A numerical model of the cantilever bending structure of a geosynthetic encased stone column (GESC) of length 3 m and diameter 0.3 m was established using Z-Soil. The aim was to analyze the stress distribution and bending characteristics of the GESC under a bending load and to investigate the impact of encasement strength, encasement stiffness, gravel friction angle, and diameter on the bending characteristics of the GESC. The maximum bending moment of the GESC under bending conditions occurs at the anchored e… Show more
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