Numerical Simulation Research for Stress and Distortion of Pile-Anchor Support Structure of the Deep Foundation

Bang Jia Liu; Qian Xu

doi:10.4028/www.scientific.net/AMR.243-249.3128

Paper Titles

Study on Rock Mass Fragment Size Prediction Technology Based on Three-Dimensional Interception Model
p.3105

Local Analytical Solution of One Dimension Consolidation Equation
p.3113

Research on Un-Linear Deformation Characteristics of Unsaturated Clay with General Triaxial Test
p.3117

Research on Factors Influencing Characteristics Experimentation and Mechanism of Rheological Parameters of Soft-Soil
p.3123

Numerical Simulation Research for Stress and Distortion of Pile-Anchor Support Structure of the Deep Foundation
p.3128

Analysis and Solutions of Deformation Behavior of Fault Zone Side Slope Hazard
p.3132

Study on On-Site Test of Vertical Bearing Behavior of Rigid Pile Composite Foundation for High-Rise Buildings
p.3141

The Impact Analysis of Ground Stability Caused by Exploiting Underground Coal
p.3147

Studies on Soil Resistance to Pipelines Buried in Sand
p.3151

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249Numerical Simulation Research for Stress and...

Numerical Simulation Research for Stress and Distortion of Pile-Anchor Support Structure of the Deep Foundation

Abstract:

This article has used the ADINA numerical calculus software to simulate the deep foundation excavation and supports process, as well as analyzing the analogue result in the project of the Xia Gong in ShenYang City. The results illustrate that (1) it is essential to optimize the pile earth's horizontal displacement and the mechanical situation of anchor rod. (2) It makes soil’s horizontal displacement and the mechanical situation of anchor rod more reasonable by changing the anchor rod vertical spacing and length ，hence obtains that the anchor parameter change has the great influence on the distortion of the support structure.

You might also be interested in these eBooks

Advances in Civil Engineering and Architecture

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

3128-3131

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.3128

Citation:

Cite this paper

Online since:

May 2011

Authors:

Bang Jia Liu, Qian Xu

Keywords:

Deep Foundation, Distortion Analysis, Optimization Design, Pile-Anchor Support Structure

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] C.Y. Zhi, H. S. Wen Deep Foundation Design and Construction.in, China Building Industry Press (2002) (In Chinese)

Google Scholar

[2] H.S.Hu study on the Mechanical Deformation Characteristic and Stability of Deep Foundation with Pile-Anchor Structure (2009) (In Chinese)

Google Scholar

[3] D.Z. Gao, Y.Y.Ju. Soil science and soil mechanics .China Communications Press (2001)( In Chinese)

Google Scholar

[4] Z.Y. Yuan.The Study for Finite Element Analysis of Wall-Anchored Support System of Deep Excavation. (2008)(In Chinese)

Google Scholar

[5] (GB50007-2002)Code for design of building foundation. (2002)(In Chinese)

Google Scholar

[6] J.H. Qian Z.Z. Yin.Principle and calculation of geotechnique .China Water Power Press. (1996)(In Chinese)

Google Scholar

[7] Y.Li. Numerical Simulation Analysis o f Excavation and Optimizing of Deep Foundation Pit with FEM ADINA. (2006) (In Chinese)

Google Scholar

[8] (GB50202-2002) Code for Acceptance of construction quality Of Underground Waterproof. (2002)(In Chinese)

Google Scholar