The Stability Analysis of Deep Foundation Pit Engineering Support and Field Testing Research

Article Preview

Abstract:

In order to study the foundation pit supporting structure displacement of the change rule and different parameters on the transverse displacement effect of pile. My research based on supporting structure engineering of Shenyang Washington. We use the software ADINA as a research tools to establish a finite element model. We simulated and analyzed the displacement with and without anchor. Results show that adding anchor supporting played a very good supporting effect, and the simulation results and actual test results compared and analyzed proved reasonable and simulation design scheme was feasible, this excavation has some guidance for the engineering and a certain reference for similar deep foundation pit bracing. [1]

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1456-1459

Citation:

Online since:

September 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Y. Liao: Research of stability and Reliability of the foundation supporting structure [J]. Industrial Buildings, (2009) No. 1, pp.81-84(In Chinese).

Google Scholar

[2] S.H. Ding and A.D. Lu: New technologies of reservation spilling and wall for deep foundation supporting [J]. Foundation Engineering, (2003)No. 7(2), p. (In Chinese).

Google Scholar

[3] H.D. Chang: Talking About Some Problems existed in Deep Foundation pit supporting and countermeasures [J] . Shanxi Construction, (2006), No. 32 (23), pp.30-32(In Chinese).

Google Scholar

[4] S.Q. Peng and Q.H. Zhao: The analysis of monitoring results of Deep foundation soil pressure [J]. Rock and Soil Mechanics, (2006) No. 27(4), pp.68-72(In Chinese).

Google Scholar

[5] J. Sun and J.R. Yuan: Deformation Intelligent Prediction and Control of Deep Foundation [J]. Underground engineering and tunnels, (2000) No. (4), pp.12-23(In Chinese).

Google Scholar

[6] H.W. Huang and Y.H. Bian: Risk management in Deep Foundation Construction [J]. Underground Space and Engineering. (2005) No. 04, pp.23-25(In Chinese).

Google Scholar