Study on Control Technology of Slope in Mountainous Areas of Southwest China under Complex Geological Conditions

Wei Yang; Hai Ping Li

doi:10.4028/www.scientific.net/AMM.580-583.971

Paper Titles

Uncertainty Analysis and Monitoring of Earth Dam
p.954

Study on Rock Strength Characteristic by Point Load Test
p.958

Research on the Mechanical and Thermophysical Properties of Frozen Soil in Cretaceous Formation
p.962

Coordinate Transformation and the Volume Covering Fractal Algorithm of Rock Surface Morphology
p.966

Study on Control Technology of Slope in Mountainous Areas of Southwest China under Complex Geological Conditions
p.971

Anisotropic Bounding Surface Model in ABAQUS Software
p.977

Construction Methods for Long-Span and Bifurcation Tunnel Structure
p.983

Effect of Time-Varying on Shield Tunnel Lining Structure
p.987

Analytical Hierarchy Process Based Post-Earthquake Health Diagnosis Method for Tunnel in South of China
p.991

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583Study on Control Technology of Slope in...

Study on Control Technology of Slope in Mountainous Areas of Southwest China under Complex Geological Conditions

Abstract:

Deformation process of slope has been controlled by a variety of factors due to the unique geological, hydrological and meteorological conditions. And southwest mountain areas of China has been become high incidence areas of slope diseases during highway construction and operation. According to Wendu Road K55+590 ~ K55+670 left slope engineering geological environment, the deformation process and mechanism analysis, The key factor of the slope deforming destruction is proposed. the appropriate engineering treatments and the construction control measures are also proposed based on analysis.

You might also be interested in these eBooks

Advances in Civil and Industrial Engineering IV

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 580-583)

Pages:

971-976

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.580-583.971

Citation:

Cite this paper

Online since:

July 2014

Authors:

Wei Yang, Hai Ping Li

Keywords:

Cataclastic Rock, Construction Control, Deformation, Geological Structure, Slope

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Zhang Zhuoyuan, Wang Shitian, Wang Lansheng. Analysis principles of engineering geology [M]. Beijing: Geological Publishing House, 1981. (in Chinese).

Google Scholar

[2] Xiao Shufang, Yang Shubi. Rock soil mechanic [M]. Beijing: Geological publ. House, 1987. (in Chinese).

Google Scholar

[3] Geological Engineering Investigation Institute of Kunming Building Materials. The report of engineering geological exploration of the left slope engineering of the second highway reconstruction project Wenshan to Dulong K55 +590 ~ K55 +670[R]. Kunming Yunnan, 2010. (in Chinese).

Google Scholar

[4] Chongqing Communications Research and Design Institute of China Merchants. Left side slope treatment construction design of Wenshan to Dulong second highway reconstruction project K55 +590 ~ K55 +670 [R]. Chongqing, 2011(in Chinese).

Google Scholar

[5] Chen Zuyu. Analysis of the soil slope stability (Principle, Method and Program)[M]. Beijing: China WaterPower Press, 2003. (in Chinese).

Google Scholar

[6] Hu Hao. Research and prevention of landslide disaster in the mountain road[D]. Hunan, Central south university, 2010. ( in Chinese).

Google Scholar