Experimental Study and Finite Element Analysis on Rebound and Recompression of Clay Due to Foundation Excavation

Wang Lu; Zhang Qichang; Wang Xiaobo

doi:10.3969/j.issn.1007-2993.2017.02.003

Volume 31 Issue 2

Jul. 2021

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Wang Lu, Zhang Qichang, Wang Xiaobo. Experimental Study and Finite Element Analysis on Rebound and Recompression of Clay Due to Foundation Excavation[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2017, 31(2): 67-71. doi: 10.3969/j.issn.1007-2993.2017.02.003

Citation:

Wang Lu, Zhang Qichang, Wang Xiaobo. Experimental Study and Finite Element Analysis on Rebound and Recompression of Clay Due to Foundation Excavation[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2017, 31(2): 67-71. doi: 10.3969/j.issn.1007-2993.2017.02.003

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Experimental Study and Finite Element Analysis on Rebound and Recompression of Clay Due to Foundation Excavation

doi: 10.3969/j.issn.1007-2993.2017.02.003

AVIC Institute of Geotechnical Engineering Co., Ltd, Beijing 100098, China

Received Date: 2017-01-11
Available Online: 2021-07-06

Abstract

Abstract

Based on rebound recompression test of different soils,the deformation characteristics of soil samples under unloading were studied.The existing research results were verified.Meanwhile,build layer models by using finite element analysis software Midas GTS NX,after the process of loading-unloading-reloading,the settlement values under different working conditions were obtained.The results may provide useful reference for similar projects.
- rebound and recompression,
- experimental study,
- finite element analysis