Paper Title:
The Stability Analysis of Deep Foundation Pit Engineering Support and Field Testing Research
  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]

  Info
Periodical
Chapter
Chapter 6: Geotechnical Engineering
Edited by
Paul P. Lin and Chunliang Zhang
Pages
1456-1459
DOI
10.4028/www.scientific.net/AMM.105-107.1456
Citation
X. D. Zhang, Z. Liu, X. J. Liu, "The Stability Analysis of Deep Foundation Pit Engineering Support and Field Testing Research", Applied Mechanics and Materials, Vols. 105-107, pp. 1456-1459, 2012
Online since
September 2011
Export
Price
$32.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Xiang Dong Zhang, Shuang Zhang
Abstract:Based on the deep foundation pit project of Wanbang Square in Qingdao, after many times numerical simulation of foundation pit with ADINA,...
3802
Authors: Chong Fu Wu, Chang Hong Li
Chapter 30: Automation, Mechatronics and Robotics
Abstract:Through the field test on the laboratory building foundation pit engineering of Northeastern University at Qinhuangdao, the distribution and...
7713
Authors: Fu Xian Li
Chapter 13: Control System Simulation Technology
Abstract:The tunnel excavation and support process were simulated by using ANYSY. Firstly, support effects were studied on different modes of support....
1430