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Optimized Design for Large Geotextile Mats over Soft Soil
Author(s) -
Zhihuai Huang,
Shuaidong Yang,
Ningxin Yang,
Mi Zhou,
Ang Li
Publication year - 2021
Publication title -
advances in civil engineering
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.379
H-Index - 25
eISSN - 1687-8094
pISSN - 1687-8086
DOI - 10.1155/2021/4084961
Subject(s) - geotextile , finite element method , centrifuge , geotechnical engineering , berm , parametric statistics , tension (geology) , geology , structural engineering , engineering , materials science , mathematics , composite material , ultimate tensile strength , statistics , physics , nuclear physics
In this paper, the failure mechanisms of large geotextile mats over soft soil are carried out through finite element analyses. A finite element model is generated and validated against centrifuge testing data and previously published data of numerical simulation. Parametric study is then carried out to investigate the geotextile tension distribution and the arrangement of crashed stone. Based on the parametric study, an optimized design considering the arrangement of rock berm and a special arrangement of large geotextiles was proposed to enhance the performance of the geotextile mats. The findings of this study can provide an engineering guidance for this new technique.

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