Impact of Engineering Factors on Surrounding Rock Qualityof Underground Caverns During Construction

SHEN Yan-jun,YAN Rui-xin

Journal of Changjiang River Scientific Research Institute ›› 2014, Vol. 31 ›› Issue (8) : 66-72.

PDF(2432 KB)
PDF(2432 KB)
Journal of Changjiang River Scientific Research Institute ›› 2014, Vol. 31 ›› Issue (8) : 66-72. DOI: 10.3969/j.issn.1001-5485.2014.08.0132014,31(08):66-72,81
HYDRAULICS

Impact of Engineering Factors on Surrounding Rock Qualityof Underground Caverns During Construction

  • SHEN Yan-jun,YAN Rui-xin
Author information +
History +

Abstract

The impact of human activity on surrounding rock quality is increasingly remarkable because of largescale and complicated arrangement of underground projects. In order to accurately evaluate engineering rock quality, both the natural impact factors and the engineering factors need to be considered, and the engineering factors should be regarded as the modification indexes of natural factors during the evaluation. With Dagangshan hydropower station as an example, the main engineering factors and their impacts on surrounding rock quality are summarized. On this basis, some targeted factors are chosen to quantitatively describe the quality degradation effect and to analyze the correlation of supports. Furthermore, according to some technical requirements of the surrounding rock classification systems, the flow chart of multi-level surrounding rock evaluation system in construction period is put forward. This research provides theoretical foundation for the quantitative expression of degradation caused by engineering factors and the evaluation system for surrounding rock quality. It also has enlightening significance for the research on the impact of engineering factor on surrounding rocks evaluation system.

Key words

construction period / underground cavern / engineering factors / surrounding rock quality evaluation system / limited degradation

Cite this article

Download Citations
SHEN Yan-jun,YAN Rui-xin. Impact of Engineering Factors on Surrounding Rock Qualityof Underground Caverns During Construction[J]. Journal of Changjiang River Scientific Research Institute. 2014, 31(8): 66-72 https://doi.org/10.3969/j.issn.1001-5485.2014.08.0132014,31(08):66-72,81

References

[1] PALMSTROM A, BROCH E. Use and Misuse of Rock Mass Classification Systems with Particular Reference to the Q-system[J]. Tunnelling and Underground Space Technology, 2006, 21(6): 575-593.
[2] 孙广忠.岩体工程地质研究现状及展望[J].水文地质工程地质,1989,(4):20-23.(SUN Guang-zhong. The Current Situation and Prospect of Rockmass Engineering Geology[J]. Hydrogeology & Engineering Geology, 1989,(4): 20-23. (in Chinese))
[3] BIENIAWSKI Z T. Engineering Rock Mass Classifications: A Complete Manual for Engineers and Geologists in Mining, Civil and Petroleum Engineering[M]. New York: Wiley, 1989: 215.
[4] PALMSTROM A. RMI: A Rock Mass Characterization System for Rock Engineering Purposes [D]. Oslo: Department of Geology in University of Oslo, 1995.
[5] BARTON N, LIEN R, LUNDE J. Engineering Classification of Rock Masses for the Design of Tunnel Support[J]. Journal of Rock Mechanics, 1974, 6(4): 189-236.
[6] GB50218—94,工程岩体分级标准[S]. 北京:中国计划出版社,1995. (GB 50218—94, Standard for Engineering Classification of Rock Masses [S]. Beijing: China Planning Press, 1995. (in Chinese))
[7] GB50287—2006,水力发电工程地质勘察规范[S].北京:中国计划出版社,2006. (GB 50287—2006, Code for Hydropower Engineering Geological Investigation [S]. Beijing: China Planning Press, 2006.(in Chinese))
[8] 沈中其, 关宝树.铁路隧道围岩分级方法[M].成都:西南交通大学出版社,2000. (SHEN Zhong-qi, GUAN Bao-shu. Rock Mass Classification Method for Railway Tunnels [M]. Chengdu: Southwest Jiaotong University, 2000. (in Chinese))
[9] 王石春,何发亮,李苍松.隧道工程岩体分级[M].成都:西南交通大学出版社,2007. (WANG Shi-chun, HE Fa-liang, LI Cang-song. Engineering Rock Mass Classification System For Tunnels[M]. Chengdu: Southwest Jiaotong University, 2007. (in Chinese))
[10]MILNE D, HADJIGEORGIOU J, PAKALNIS R. Rock Mass Characterization for Underground Hard Rock Mines[J]. Tunnelling and Underground Space Technology, 1998, 13(4): 383-391.
[11]MIHALIS I K, KAVVADAS M J, ANAGNOSTOPOULOS A G. Tunnel Stability Factor: A New Parameter for Weak Rock Tunneling[C]∥Proceedings of the 15th International Conference on Soil Mechanics and Geotechnical Engineering, Istanbul, Turkey, August 27-31, 2001: 1403-1406.
[12]BARTON N. Future Directions for Rock Mass Classification and Characterization: Towards a Cross-disciplinary Approach[C]∥Proceedings of the 1st Canada-U.S. Rock Mechanics Symposium, May 27-31, Vancouver, Canada, 2007:179-189.
[13]周建民,金丰年,王 斌,等. 洞室跨度对围岩分类影响探讨[J].岩土力学,2005,26(增1):303-305. (ZHOU Jian-min, JIN Feng-nian, WANG Bin, et al. Discussion on Influence of Cavern’s Span on Surrounding Rock Classification[J]. Rock & Soil Mechanics, 2005, 26(Sup.1): 303-305. (in Chinese))
[14]王明年,刘大刚,刘 彪,等. 公路隧道岩质围岩亚级分级方法研究[J].岩土工程学报,2009,31(10):1590-1594.(WANG Ming-nian, LIU Da-gang, LIU Biao, et al. Methods for Surrounding Rock Sub-classification of Road Tunnels[J]. Chinese Journal of Geotechnical Engineering, 2009,31(10):1590-1594. (in Chinese))
[15]王明年,陈炜韬,刘大刚,等.公路隧道岩质和土质围岩统一亚级分级标准研究[J].岩土力学,2010,31(2):547-552. (WANG Ming-nian, CHEN Wei-tao, LIU Da-gang, et al. Study of Unified Standard of Rocky and Soil Surrounding Rock Sub-classification in Road Tunnels[J].Rock & Soil Mechanics,2010,31(2):547-552. (in Chinese))
[16]张奇华.岩体块体理论的应用基础研究[M].武汉:湖北科技技术出版社,2010. (ZHANG Qi-hua. Fundamental Research on Application of Rock Mass Block Theory[M]. Wuhan: Hubei Science & Technology Press, 2010. (in Chinese))
[17]HOEK E. Strength of Rock and Rock Masses[J]. ISRM News Journal, 1994, 2(2):4-16.
[18]于学馥,郑颖人,刘怀恒,等. 地下工程围岩稳定性分析[M].北京:煤炭工业出版社,1983.(YU Xue-fu, ZHENG Ying-ren, LIU Huai-heng, et al. Stability Analysis for the Surrounding Rock of Underground Engineering[M]. Beijing: Coal Industry Press, 1983. (in Chinese))
[19]DL/T5389—2007,水工建筑物岩石础开挖工程施工技术规范[S].北京:中国电力出版社,2007. (DL/T5389—2007, Construction Technical Specifications on Rock-foundation Excavating Engineering of Hydraulic Structures[S].Beijing: China Electric Power Press, 2007. (in Chinese))
[20]HOEK E, CARRANZA-TORRES C, CORKUM B. Hoek-Brown Failure Criterion: 2002 Edition[C]∥ Proceedings of 5th North American Rock Mechanics Symposium and Tunneling Association of Canada Conference: NARMS-TAC, 2002: 267-271.
[21]申艳军,徐光黎,张 璐,等. 基于Hoek-Brown准则的开挖扰动引起围岩变形特性研究[J].岩石力学与工程学报, 2010,29(7):1355-1362. (SHEN Yan-jun, XU Guang-li, ZHANG Lu, et al. Research on Characteristics of Rock Deformation Caused by Excavation Disturbance Based on Hoek-Brown Criterion[J]. Chinese Journal of Rock Mechanics and Engineering, 2010,29(7):1355-1362. (in Chinese))
PDF(2432 KB)

Accesses

Citation

Detail

Sections
Recommended

/