Stability Analysis of Dangerous Rock Masses

Zhi Hong Dong; Yong Huang Deng; Wu Yi

doi:10.4028/www.scientific.net/AMM.438-439.1217

Paper Titles

Comparative Analysis of Stability for Slope Engineering with Reliability Analysis and Limit Equilibrium Method
p.1195

A Study on Relationship of Landslide Occurrence and Rainfall
p.1200

Analysis of Protection Engineering for High Slope in Western Henan Province
p.1205

Grey Correlation Analysis on the Sensitive Factors of Plastic Zone Extension of Surrounding Rock
p.1210

Stability Analysis of Dangerous Rock Masses
p.1217

Finite Element Analysis on the Formation Mechanism of One Landslide in Tibet
p.1221

Research on Collapse Failure Process and Mechanism of Earthen Sites under the Action of Capillary Water
p.1226

Analysis on Progressive Slipping-Shear Failure Mode of Bedding Slope of Hard Rock with Medium or Large Dip Angle
p.1232

Experimental Investigation on Factors Influencing Stable Slope Angle of Granular Accumulation
p.1238

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 438-439Stability Analysis of Dangerous Rock Masses

Stability Analysis of Dangerous Rock Masses

Abstract:

Dangerous rock masses in south of a city, once destroyed, it will be a threat to peoples lives and property in downstream. In this paper, distributions and morphological characteristics are analyzed on the basis of studying its geologic environment and precipitating factors of instability. And it quantitatively analyzes and valuates the stability of number 2 and 17 single dangerous rock by means of planar slide method and analysis of engineering geology respectively. Studies show that number 2 is in an unstable state and number 17 is in a stable state. Consequently, the controlling suggestions associated with practical situation of the project are presented.

You might also be interested in these eBooks

Civil Engineering, Architecture and Sustainable Infrastructure II

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 438-439)

Pages:

1217-1220

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.438-439.1217

Citation:

Cite this paper

Online since:

October 2013

Authors:

Zhi Hong Dong, Yong Huang Deng, Wu Yi

Keywords:

Analysis of Engineering Geology, Control Measure, Dangerous Rock Masses, Planar Slide Method, Stability Analysis

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] S. He, X. Zhang, J. Shen, et al, Leshan Giant Buddha Scenic King yunting dangerous rock hazard analysis and prevention research, Journal of Catastrophology, 3 (2009) 39- 45.

Google Scholar

[2] R. Huang, W. Liu, The motion characteristics of the rolling stones on the platform, Advances in Earth Science, 5 (2008) 517- 519.

Google Scholar

[3] M. Li, H. Chen, S. Ye, et al, Chongqing Hongyadong dangerous rock development mechanism, The Chinese Journal of Geological Hazard and Control, 2 (2008) 1- 6.

Google Scholar

[4] J. Wang, Tunnel Engineering Technical Progress, China Railway Publishing House, Beijing, (2004).

Google Scholar

[5] S. Chang, S. Zhang, Engineering Geology Manual, China Architecture and Building Press, Beijing, (2007).

Google Scholar

[6] GB 50021-2001, Code for Investigation of Geotechnical Engineering, China Architecture and Building Press, Beijing, (2006).

Google Scholar

[7] H. Chen, H. Tang, Dangerous rock control techniques of the Three Gorges Reservoir area, The Chinese Journal of Geological Hazard and Control, 2 (2005) 27- 30.

Google Scholar