Stability Analysis about the Impact of Soft Rock to the Underground Cavern Group

Yi Huan Zhu; Guo Jian Shao; Zhi Gao Dong

doi:10.4028/www.scientific.net/AMR.706-708.560

Paper Titles

Experimental Study of Self-Stressing and Static Load on Self-Compacting Concrete Filled Steel Tubular
p.539

Isolation and Identification of a Cellulolytic Bacterium from the Huguang Maar Lake
p.545

Investigation of Entropy and Gray Theory in Coal and Gas Outburst Controlled Factors Assessment
p.550

Research on Interval Reversible Inverse Analysis Method Based on Interval Parameters
p.556

Stability Analysis about the Impact of Soft Rock to the Underground Cavern Group
p.560

Study on the Flow Field of Air Floating Pool of Pressurized Dissolved-Air Floatation Water Treatment System
p.565

Study on the FRP Tendons in Acid Erosion Test of the Durability
p.571

The Current Using Situation of SBS Modified Asphalt in China and a New Method of Monitoring SBS Modifier Dosage
p.575

Application of Phast in the Quantitative Evaluation for the Liquefied Ammonia Leakage Accidents
p.579

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 706-708Stability Analysis about the Impact of Soft Rock...

Stability Analysis about the Impact of Soft Rock to the Underground Cavern Group

Abstract:

Soft rock is frequently encountered in underground excavation process. It is difficult to excavate and support in soft rock mass which has low strength, large deformation and needs much time to be out of shape but little time to be self-stabilized. Based on a large underground power station, finite element model analysis was carried out to simulate the excavation process and the results of displacement, stress and plasticity area were compared between supported and unsupported conditions to evaluate the stability of the rock mass.

You might also be interested in these eBooks

Mechatronics and Intelligent Materials III

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 706-708)

Pages:

560-564

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.706-708.560

Citation:

Cite this paper

Online since:

June 2013

Authors:

Yi Huan Zhu, Guo Jian Shao, Zhi Gao Dong

Keywords:

Nonlinear Finite Element, Soft Rock, Stability Evaluation, Underground Excavation

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Cai Huan-xi, Jiang Mei-rong, Jin Feng-nian, Sun Wei-jun. Discussion on supporting methods for soft rock surrounding of underground caverns[J]. Journal of Shan Dong University (Engineering Science), 2009, 39(Plus 2): 115-118

Google Scholar

[2] Yao Bao-zhu. Classification of soft rock and supporting methods of soft rock roadway [J]. Mine Safety, 2003, 34(12): 28-30

Google Scholar

[3] Fu Qiang, Li Xiao-yun. Theoretical research and development of soft rock roadway support [J]. Mining Safety & Environmental Protection, 2007, 34(2): 70-72

Google Scholar

[4] Wang Xiao-ping. Time simulation of rational support for soft rock roadway [J]. Journal of Mining & Safety Engineering, 2006, 23(1): 103-106

Google Scholar

[5] Li Shao-jun, Feng Xia-ting, An Hong-gang. Parallel computing for scheme optimization of soft-rock replacement in large cavern group [J].Rock and Soil Mechanics, 2003, 24(3): 335-338

Google Scholar

[6] Yang Qi-gui, Zhou Shu-da, Chen Dai-hua. Research on soft rock treatment method of Shuibuya underground power house [J]. Yangtze River, 2007, 38(7): 36-38

Google Scholar