Chapter
Apr 26, 2012

Numerical Modeling of a Reinforced Embankment Based on Centrifuge Test Dimensions

Publication: Characterization, Modeling, and Performance of Geomaterials: Selected Papers From the 2009 GeoHunan International Conference

Abstract

A centrifugal test of a geogrid reinforced embankment with lime-stabilized soil as backfill on soft clay was conducted to investigate the reinforcement mechanisms. A finite element model was developed to simulate the centrifugal test based on the test dimensions. Verifications of the numerical model were taken by comparing the numerical results with the measurements obtained from the centrifugal test, and it was found that both were in good agreement.

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Go to Characterization, Modeling, and Performance of Geomaterials
Characterization, Modeling, and Performance of Geomaterials: Selected Papers From the 2009 GeoHunan International Conference
Pages: 68 - 77

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Published online: Apr 26, 2012

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Jian-Feng Chen [email protected]
Associate Professor, Department of Geotechnical Engineering and Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, 1239 Siping Road, Shanghai 200092, People's Republic of China. E-mail: [email protected]
Ph.D student, Department of Geotechnical Engineering, Tongji University, 1239 Siping Road, Shanghai 200092, People's Republic of China. E-mail: [email protected]
Associate Professor, Department of Civil, Environmental, and Architectural Engineering, The University of Kansas, 2150 Learned Hall. 1530 W, 15th Street, Lawrence, KS 660045, USA. E-mail: [email protected]

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