Study of Stability Analysis and Reinforcing Technique on Counterrendency Fracture Rock Slope

Abstract:

Article Preview

According to the essential features of countertendency fracture rock slopes and the geology condition of engineering. The stability of slope is calculated and evaluated by the following methods, including the stability analysis of slope with multiple-steps and Goodman-Bray's stability analysis of toppling slope. Moreover, we can put forward retaining structure which is based on grid beam, this is rely on results that have calculated according to the above theory, such as the characteristics of slope, parameter of rock and supporting density, and simulation the retaining structure in the method of numerical simulation.

Info:

Periodical:

Edited by:

Xuejun Zhou

Pages:

692-700

Citation:

H. L. Fu et al., "Study of Stability Analysis and Reinforcing Technique on Counterrendency Fracture Rock Slope", Applied Mechanics and Materials, Vols. 90-93, pp. 692-700, 2011

Online since:

September 2011

Export:

Price:

$38.00

[1] Hoek E, Bray J W. Rock slope engineering. The Institute of Mining and Metallurgy, (1977).

[2] Yingren Zheng Zuyu Chen Gongxian Wang Tianqing Ling Engineering Treatment of Slope & Landslide China Communications Press.

[3] Standard for rock mass quality classification[s] (GB50218-94).

[4] Technical specification for building slope[s] (GB 50/5018-2001).

[5] Code for geological investigation of water resources and hydropower engineering (GB50287-99).

[6] Specification for geotechnical engineering investigation[s] (GB50021-2001).

[7] Technical specification for building slope engineering [s] (GB50330-2002).