Paper Title:
The Study of Support Replacement Technology about the Bracing System of Pile and Oblique Bracing
  Abstract

The bracing systems of pile and oblique bracing have obvious advantages in big and deep excavation. Because the study about the removal of oblique bracing is rare, the use of this system is limited. This author would study the transfer of internal forces and deformation issues in the process of the exchanging support through an example, from the design and construction, and the result will be verified through the measurement. The study has showed that the removal of such bracing shall tack the coordinating role of space in account, and use the collaborative computing method to remove the diagonal braces in several subregion and sections. And reached some interesting conclusions, these can provide reference for this design and construction.

  Info
Periodical
Advanced Materials Research (Volumes 243-249)
Edited by
Chaohe Chen, Yong Huang and Guangfan Li
Pages
2366-2374
DOI
10.4028/www.scientific.net/AMR.243-249.2366
Citation
Y. Liu, J. Y. Liu, Y. Z. Hou, B. X. Jin, "The Study of Support Replacement Technology about the Bracing System of Pile and Oblique Bracing", Advanced Materials Research, Vols. 243-249, pp. 2366-2374, 2011
Online since
May 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: Chang Feng Yuan, Guang Ming Yu, Qian Qian Zhao, Jing Bo Zou, Xiao Ming Guan
Abstract:Underground engineering construction in the city can not avoid bringing about perturbation on the surrounding rock and soil and then endanger...
3606
Authors: Wei Min Qiu, Hai Lin Zhang, Gang Wang
Chapter 3: Security and Life Cycle Engineering Design of Civil Engineering
Abstract:With the development of urban construction, deep large pits are often located at intensive underground structure area, and the utility pipe...
1327
Authors: Bang Shu Xu, Ri Cheng Liu, Ming Gong, Zhong Yi Zeng
Chapter 1: Structural Engineering
Abstract:Auxiliary pile group closed to foundation pit can improve the stiffness of soil mass and decrease foundation pit’s transformation effectively...
426
Authors: Li Jun Zhou, Ziai Lu, Wen Juan Wang
Chapter 1: Geological and Geotechnical Engineering
Abstract:Pile foundation design has gradually used the super-long pile structure form with the port and offshore engineering construction developing...
471
Authors: Guang Dong Han, Chang Sheng Guan, Jing Zhou
Chapter 10: Disaster-Prevention and Hazard Mitigation for Civil Infrastructures
Abstract:This dissertation mainly analyzes that the deep foundation pit engineering in civil construction, which may impact on the environment and...
978