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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Format: | Article |
Language: | English |
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Wiley
2021-01-01
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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 |