Study on Duration for Perilous Rock to Form

Article Preview

Abstract:

As one geological disaster in the area of the Three Gorges Reservoir of China, perilous rocks dominate stability of slopes in the area. Most cliffs or steep slopes are alternately composed of inflexible rock such as sandstone and soft rock such as mudstone in the area, and due to different weathering velocities rock cells in soft rock below inflexible rock are usually developed. Any perilous rock belongs to a part of inflexible rock. To appraise the safety of perilous rock, it is essential to approach duration for perilous to form is of interest. In the present paper, authors analyze weathering velocity of rock cell and establish method to calculate length of critical rock cell. Duration for perilous rock to form can be divided into three parts, (1) duration to form critical rock cell, (2) damage duration of control fissure, and (3) fracture duration of control fissure. Further, methods to calculate these durations are established in details based on damage mechanics and fracture mechanics.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 455-456)

Pages:

1525-1531

Citation:

Online since:

January 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Chen Hong-kai, Tang Hong-mei, Wang Rong. Calculation method of stability for unstable rock and application to the Three Gorges Reservoir. Chinese journal of rock mechanics and engineering, Vol. 23, No. 4, 2004a, pp.614-619. (in Chinese).

Google Scholar

[2] Alvar Braathen, Lars Harald Blikra, Silje S. Berg & Frode Karlsen. Rock-slope Failures in Norway: type, geometry, deformation mechanisms and stability. Norway Journal of Geology, Vol. 84, 2004, pp.67-88.

Google Scholar

[3] Eeginald L hermanns, Manfred R. Strecker. Structural and Lithological Controls on Large Quaternary Rock Avalanches in Arid Northwestern Argentina. GSA Bulletin, Vol. 111, No. 6, 1999, pp.934-948.

DOI: 10.1130/0016-7606(1999)111<0934:salcol>2.3.co;2

Google Scholar

[4] [HU Hou-tian. Avalanche and Rockfall. Beijing, Chinese Railway Press, 1989, pp.71-85 (in Chinese).

Google Scholar

[5] Chen Hong-kai., Tang Hong-mei. Classification of Unstable Rock in the Three-gorges Reservoir Region and macro-criterion to Identify in Real-time Field. The Chinese Journal of Geological Hazard and Control, Vol. 16, No. 4, 2005, pp.53-57.

Google Scholar

[6] [CHEN Hong-kai, TANG Hong-mei, YE Si-qiao. Research on Damage Model of Control Fissure in Perilous Rock. Applied Mathematics and Mechanics, Vol. 27, No. 7, 2006, pp.967-974.

DOI: 10.1007/s10483-006-0713-y

Google Scholar

[7] Chen Hong-kai, Tang Hong-mei, YE Si-qiao, et al. Research on both bond mechanism for unstable rock to develop and move path for unstable rock to avalanche in the three gorges reservoir area. The eighth Academic forum of rock mechanics and engineering in China. Beijing, Chinese Science Press, 2004b, pp.820-825.

DOI: 10.1201/b14917-77

Google Scholar

[8] LI Qing-fen. Fracture Mechanics and Application in Engineering. Ha'er Bing, the Press of Ha'er Bing industry University, 1998 (in Chinese).

Google Scholar

[9] YU Shou-wen, FENG Xi-qiao. Damage Mechanics. Beijing, the Press of Tsinghua University, 1997 (in Chinese).

Google Scholar