Optimized Design for Large Geotextile Mats over Soft Soil

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...

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Main Authors: Zhihuai Huang, Shuaidong Yang, Ningxin Yang, Mi Zhou, Ang Li
Format: Article
Language:English
Published: Wiley 2021-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2021/4084961
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author Zhihuai Huang
Shuaidong Yang
Ningxin Yang
Mi Zhou
Ang Li
author_facet Zhihuai Huang
Shuaidong Yang
Ningxin Yang
Mi Zhou
Ang Li
author_sort Zhihuai Huang
collection DOAJ
description 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.
format Article
id doaj-art-ee47f89d3309494ca3f55741afd11a11
institution Kabale University
issn 1687-8086
1687-8094
language English
publishDate 2021-01-01
publisher Wiley
record_format Article
series Advances in Civil Engineering
spelling doaj-art-ee47f89d3309494ca3f55741afd11a112025-02-03T01:24:45ZengWileyAdvances in Civil Engineering1687-80861687-80942021-01-01202110.1155/2021/40849614084961Optimized Design for Large Geotextile Mats over Soft SoilZhihuai Huang0Shuaidong Yang1Ningxin Yang2Mi Zhou3Ang Li4Key Laboratory of the Pearl River Estuary Regulation and Protection of Ministry of Water Resources, Pearl River Water Resources Research Institute, 80 Tianshou Rd., Guangzhou 510611, ChinaPearl River Water Resources Research Institute, 80 Tianshou Rd., Guangzhou 510611, ChinaSouth China University of Technology, Guangzhou, ChinaSchool of Civil and Transportation Engineering, South China University of Technology, 381 Wushan Road, Guangzhou 510640, ChinaReserch Fellow, State Key Laboratory of Subtropical Building Science, South China Institute of Geotechnical Engineering, South China University of Technology, 381 Wushan Rd, Guangzhou 510640, ChinaIn 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.http://dx.doi.org/10.1155/2021/4084961
spellingShingle Zhihuai Huang
Shuaidong Yang
Ningxin Yang
Mi Zhou
Ang Li
Optimized Design for Large Geotextile Mats over Soft Soil
Advances in Civil Engineering
title Optimized Design for Large Geotextile Mats over Soft Soil
title_full Optimized Design for Large Geotextile Mats over Soft Soil
title_fullStr Optimized Design for Large Geotextile Mats over Soft Soil
title_full_unstemmed Optimized Design for Large Geotextile Mats over Soft Soil
title_short Optimized Design for Large Geotextile Mats over Soft Soil
title_sort optimized design for large geotextile mats over soft soil
url http://dx.doi.org/10.1155/2021/4084961
work_keys_str_mv AT zhihuaihuang optimizeddesignforlargegeotextilematsoversoftsoil
AT shuaidongyang optimizeddesignforlargegeotextilematsoversoftsoil
AT ningxinyang optimizeddesignforlargegeotextilematsoversoftsoil
AT mizhou optimizeddesignforlargegeotextilematsoversoftsoil
AT angli optimizeddesignforlargegeotextilematsoversoftsoil