Simulation of Excavation Process for Deep Foundation Pit Base on Nonlinear Finite Element Theory

Hui Min Wang; Zhen Jian Ji; Liang Cao; Ji Yao; Shan Guang Qian

doi:10.4028/www.scientific.net/AMM.744-746.579

Paper Titles

Research on Construction Technology of Three-Dimensional Reinforced Rigid-Flexible Composite Ecological Retaining Wall
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Research on the Large Size Loading Plate Test of Underwater Sand Compaction Pile Composite Foundation
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Simulation of Excavation Process for Deep Foundation Pit Base on Nonlinear Finite Element Theory
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Slope Stability Analysis by Peridynamic Theory
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Slurry Improvement by Direct Drainage Vacuum Preloading Method
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 744-746Simulation of Excavation Process for Deep...

Simulation of Excavation Process for Deep Foundation Pit Base on Nonlinear Finite Element Theory

Abstract:

Deep Pit is the main content of modern urban geotechnical engineering. In this paper, based on a deep foundation pit engineering as an example, based on the nonlinear finite element theory, conduct a numerical simulation research for foundation pit excavation process. Obtained the distribution law of pit deformation, stress distribution and the supporting structure of the internal forces, under the various processes. These provide a theoretical basis for safety evaluation of foundation pit engineering.

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Periodical:

Applied Mechanics and Materials (Volumes 744-746)

Pages:

579-583

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.744-746.579

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Online since:

March 2015

Authors:

Hui Min Wang*, Zhen Jian Ji, Liang Cao, Ji Yao, Shan Guang Qian

Keywords:

Deep Foundation Pit, Finite Element, Pile-Anchor Support, Processes

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* - Corresponding Author

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