Numerical Analysis of Passive Pile due to Excavation

Yue Sun; Zhi Yun Wang; Yue Nan Chen; Yun Shen Jiang

doi:10.4028/www.scientific.net/AMR.594-597.198

Paper Titles

Discussion on the Geometric Methods to Calculating the Fault Complexity Coefficient
p.175

Analysis of the Calculation Method of Active Earth Pressure of Unsaturated Expansive Soil
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Testing Study on the Change Law about Internal Friction Angle of Geogrid Reinforced Clay under many Times Freezing-Thawing Cycles
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Numerical Analysis on Ground Displacement at Mined-Out Area of Yuecheng Reservoir Project
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Numerical Analysis of Passive Pile due to Excavation
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Influence of Perforation Parameter on Crack Initiation and Extending of Hydraulic Fracturing
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On the Seepage Stability of a Tailing Dam in Wushan Copper Mine
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Consolidation Properties of Dredger Fill over Liquid Limit under Different Back Pressure Levels
p.213

Experimental Investigation on Mechanical Properties of Soft Rock under Instantaneous Triaxial Compression
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 594-597Numerical Analysis of Passive Pile due to...

Numerical Analysis of Passive Pile due to Excavation

Abstract:

An elasto-plastic total stress finite-element computational model is established in two dimensional space to study pile response due to excavation-induced soil movement on the basis of the general-purpose finite element software ABAQUS. And the soil is assumed to be a uniform normally consolidated clay layer. Influences of various parameters including undrained shear strength of soil, excavation depth, strut stiffness and distance from excavation on pile response are investigated. The results indicate that the excavation-induced soil movement is critical for adjacent piles and increasing the undrained shear strength of soil and distance from excavation face would be helpful to control passive pile responses.

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Periodical:

Advanced Materials Research (Volumes 594-597)

Pages:

198-201

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.594-597.198

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Online since:

November 2012

Authors:

Yue Sun, Zhi Yun Wang, Yue Nan Chen, Yun Shen Jiang

Keywords:

Elasto-Plastic, Excavation, Finite Element Method (FEM), Passive Pile

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