Recovery Execution in Landslide at the Portal of Highway Tunnel

Kai Wang; Hai Gui Kang; Hai Tao Wang

doi:10.4028/www.scientific.net/AMR.250-253.1823

Paper Titles

Experimental Research on Determining the Geotechnical Parameters with CPTU Methods
p.1798

Effects of Large Rock Particles on Permeability of Soil and Rock Mixture
p.1804

Selection and Analysis on the Foundation of Long-Span Spatial Arch Structure
p.1808

Fractal Research on Cracks of Reinforced Concrete Beams with Different Aggregates Sizes
p.1818

Recovery Execution in Landslide at the Portal of Highway Tunnel
p.1823

Strategy on Improving Lateral Driving Stability of the Automobiles Passing by the Vicinity of A-Shaped Pylon of Zhengxin Yellow River Highway-Railway Bridge in Cross Wind
p.1827

A Case Study of Effect of Horizontal Drains on Rainfall-Induced Landslide
p.1834

Uncertainty of One-Dimensional Consolidation of Multi-Layered Soft Clay Soils
p.1838

Study on Physical-Mechanical Properties of Xiamen Coast Silt
p.1842

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 250-253Recovery Execution in Landslide at the Portal of...

Recovery Execution in Landslide at the Portal of Highway Tunnel

Abstract:

The main feature of NATM is to utilize all available means to develop the maximum self-supporting capacity of the surrounding rock or soil itself, and to undertake investigation and monitoring during construction to provide the stability of the tunnel. If undetected worse ground condition is encountered, the strengthening works will be carried out to ensure safety. In this case study, taking the Wangkeng tunnel portal engineering of the Jiyuan-Shaoyuan Expressway in Henan Province as an example, the calculation and evaluation of landslide stability are performed by limit equilibrium method and FEM. Based on the results of stability analysis, the anti-slide piles and ground drainage are adopted as the harnessing measures of landslide. Comparison of stability analysis before/after landslide harnesses was made by FEM. The results show that these treatments can satisfy the design requirements. It could be a useful reference to the design and construction of tunnels with soil entrance.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 250-253)

Pages:

1823-1826

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.250-253.1823

Citation:

Cite this paper

Online since:

May 2011

Authors:

Kai Wang, Hai Gui Kang, Hai Tao Wang

Keywords:

Finite Element, Landslide, Recovery, Tunnel Portal

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] X.B. Liu, L.M. Peng, W. Wang. Equilibrium stabilization analysis of slope around tunnel entrance. China Journal of Highway and Transport, 14(4), (2001) , pp.80-84. (in Chinese)

Google Scholar

[2] G.X. Wang, X.Y. Xie, H.W. Huang. Mechanism analysis and monitoring forecast of landslide at road tunnel face. Chinese Journal of Rock Mechanics and Engineering, 25(2) , (2006) , pp.268-274. (in Chinese)

Google Scholar

[3] Z.P. Tao, D.P. Zhou. Model testing research on controlling tunnel deformation in landslide field with anti-slide piles. Chinese Journal of Rock Mechanics and Engineering, 23(3), (2004) , pp.457-460. (in Chinese)

Google Scholar

[4] W. Zhang, Y.Y. Jiao, X.H. Guo. Slope stability analysis and prevention method of tunnel portal slope, Rock and Soil Mechanics, 29(S), (2008) , pp.311-314. (in Chinese)

Google Scholar