工程因素对施工期地下洞室围岩质量影响分析

申艳军,闫蕊鑫

长江科学院院报 ›› 2014, Vol. 31 ›› Issue (8) : 66-72.

PDF(2432 KB)
PDF(2432 KB)
长江科学院院报 ›› 2014, Vol. 31 ›› Issue (8) : 66-72. DOI: 10.3969/j.issn.1001-5485.2014.08.0132014,31(08):66-72,81
岩土工程

工程因素对施工期地下洞室围岩质量影响分析

  • 申艳军,闫蕊鑫
作者信息 +

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

  • SHEN Yan-jun,YAN Rui-xin
Author information +
文章历史 +

摘要

地下工程规模扩大化和布置形式复杂化,以及人为改造因素对围岩质量影响日益显著,因此,准确评价工程岩体质量,需考虑自然因素和工程因素的综合影响。其中工程因素应作为自然因素围岩质量体系的修正条件予以考虑。以大岗山水电站地下厂房区为例,尝试分析施工期工程因素对围岩质量的影响,首先归纳了工程因素主要类型及其对围岩质量的影响,藉此选取针对性的评价指标对围岩质量予以劣化效应定量化表示及工程时效性、功能性与支护补强的关联分析;此后,基于相关技术要求,提出了施工期分层次、围岩分类体系构建流程,为实现工程因素劣化作用的定量表示及其在施工期围岩评价体系中的作用提供了理论基础。对工程因素与围岩质量评价体系的影响作用等研究具有一定启迪意义。

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.

关键词

施工期 / 地下洞室 / 工程因素 / 围岩质量评价体系 / 有限性劣化

Key words

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

引用本文

导出引用
申艳军,闫蕊鑫. 工程因素对施工期地下洞室围岩质量影响分析[J]. 长江科学院院报. 2014, 31(8): 66-72 https://doi.org/10.3969/j.issn.1001-5485.2014.08.0132014,31(08):66-72,81
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
中图分类号: TV698.1   

参考文献

[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))

基金

国家自然科学基金项目(41302228);中国博士后科学基金面上资助项目(2013M532070);陕西省教育厅专项科研计划项目(2013JK0948);西安科技大学校级科研培育基金项目(201232)

PDF(2432 KB)

Accesses

Citation

Detail

段落导航
相关文章

/