Two-Dimensional Numerical Simulation Analysis of the Diaphragm Wall Earth Pressure and Deformation Used the Cover Reverse Construction Excavation Method

Hong Bo Guo; Ke Sheng Ding; Yi Jia Zhang; Xu Li

doi:10.4028/www.scientific.net/AMR.243-249.2732

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Application Technique of Vertical Prestressed Anchor Retaining Earth Wall in Landslide Field
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Effect of Particle Size to Sand’s Shear Strength and Deformation under High Pressure
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At-Rest Earth Pressure Coefficient from Hypoelastic Model
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Two-Dimensional Numerical Simulation Analysis of the Diaphragm Wall Earth Pressure and Deformation Used the Cover Reverse Construction Excavation Method
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Stress Calculation for a Double Layer Shaft in Special Strata
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Research on Shear Creep Property of Soft Rock in Dam Foundation
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An Improved Elasto-Plastic Model for Unsaturated Soils
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249Two-Dimensional Numerical Simulation Analysis of...

Two-Dimensional Numerical Simulation Analysis of the Diaphragm Wall Earth Pressure and Deformation Used the Cover Reverse Construction Excavation Method

Abstract:

The cover reverse construction excavation is one of the important construction methods which is used in digging extra-deep foundation system of underground continuous wall supporting. The earth pressure distribution and deformation is distinct from different construction methods. Even if the Construction methods and computer program is homogeneous, the earth pressure and deformation of the calculated showed various results because of different test parameters and different constitutive models, Through the application of practical engineering, The appropriate calculation parameters and constitutive model are found out in Abaqus program which is suitable for earth pressure and deformation of the diaphragm wall in the soft soil area.

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Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

2732-2737

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.2732

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Online since:

May 2011

Authors:

Hong Bo Guo, Ke Sheng Ding, Yi Jia Zhang, Xu Li

Keywords:

Constitutive Model, Cover Reverse Construction Excavation, Diaphragm Wall, Earth Pressure Parameters, Numerical Simulation

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References

[1] Ou,C.Y.,P.G. Hsieh and D.C. Chiou. Characteristics of ground surface settlement during excavation. Canadian Geotechnical Journal,1993,30:758-767.

DOI: 10.1139/t93-068

Google Scholar

[2] Chang-Yu-Ou,Bor-Yuan Shiau,I-wen Wang. Three-dimensoinal deformation behavior of the Taipei National Enterprise Center excavation case history. Canadian Geotechnical Journal,37(2):438-448.

DOI: 10.1139/t00-018

Google Scholar

[3] Clough G.W. Ducan J.M. Finite element analyses of retaining wall behavior, Journal of the Soil Mechanics and Foundations Division,ASCE,1971,97(SM12),1657-1673.

DOI: 10.1061/jsfeaq.0001713

Google Scholar