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Apr 26, 2012
Centrifuge Model Test and Numerical Analysis of Embankment Widening on Soft Ground
Authors: Hao Wang and Xiaoming HuangAuthor Affiliations
Publication: Applications of Advanced Technologies in Transportation Engineering (2004)
Abstract
Widening of expressways on soft ground induces many embankment and pavement distresses. In this study, centrifuge model tests and numerical analyses (such as finite element analysis) have been carried out for a widening project. Comparison is made between test data and calculated results. The development of settlement, horizontal displacement and pore water pressure in widening are investigated. At the same time, in the centrifuge model test the limit status and failure mechanism of widening is discussed and analyzed.
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Applications of Advanced Technologies in Transportation Engineering (2004)
Pages: 548 - 553
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© 2004 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Hao Wang
Master's Student, Transportation College of Southeast University, Nanjing, China
Xiaoming Huang
Professor, Transportation College of Southeast University, Nanjing, China
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.