Paper Title:
Engineering Application on Steel-Tube Bored Grouting Anti-Sliding Retaining Wall in the Treatment of Landslide
  Abstract

Steel-tube bored grouting anti-sliding retaining wall is a kind of technique combined with grouting and micropiles, treated as the retaining wall in mechanics analyzing. It is the significant feature that steel-tube bored grouting anti-sliding retaining wall change the partial sliding mass to anti-sliding mass. Taking the case of landslide located in south K108 of Guangdong segment of Beijing-Zhuhai highway, the landslide is reinforced by steel-tube bored grouting anti-sliding retaining wall and discharged groundwater from sliding mass. The K108 landslide is in the situation of stability by means of displacement analysis on monitoring bores and stability computation. The result of treatment show that the steel-tube bored grouting anti-sliding retaining wall is an effective method on treating landslide.

  Info
Periodical
Advanced Materials Research (Volumes 261-263)
Edited by
Jingying Zhao
Pages
1872-1876
DOI
10.4028/www.scientific.net/AMR.261-263.1872
Citation
B. L. Zhu, X. Y. Wu, "Engineering Application on Steel-Tube Bored Grouting Anti-Sliding Retaining Wall in the Treatment of Landslide", Advanced Materials Research, Vols. 261-263, pp. 1872-1876, 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: Ding Tang Wang
Abstract:Combined with a specific foreign-related project and based on the detailed report of the engineering geological investigation, this paper...
6093
Authors: Wen Hui Tan, Hong Bao Sun, Run Jun Li
Chapter 5: Tunnel, Subway and Underground Facilities
Abstract:The settlement of ground and vault by tunneling has important effect on construction safety and normal operation of urban transport system....
2224
Authors: Hong Jian Lu
Chapter 2: Manufacturing Technology
Abstract:In order to study the force mechanism and reinforcement effect of high-pressure second grouting method in leading support of soft-fracture...
768
Authors: Xiu Zhu Yang, Jin Shan Lei, Ye Hui Ning
Chapter 3: Tunnel, Subway and Underground Facilities
Abstract:Jet grouting piles were used to reinforce overlying soil of shallow buried tunnel under unsymmetrical pressure. Displacement and strain was...
1685
Authors: Hui Xiong, Long Xiang He, Yu Fei Ma
Chapter 2: Structural Engineering
Abstract:With the urban construction process speeding up, the problem of slope in foundition pit engineering has become a problem urgent need to be...
968