长江科学院院报 ›› 2020, Vol. 37 ›› Issue (8): 69-74.DOI: 10.11988/ckyyb.20191526

• 岩土工程 • 上一篇    下一篇

考虑高地温及其梯度影响的围岩分级方法初探

汪斌1, 朱杰兵1, 张振杰2, 张利洁1   

  1. 1.长江科学院 水利部岩土力学与工程重点实验室,武汉 430010;
    2.新华水力发电有限公司,北京 100070
  • 收稿日期:2019-12-17 出版日期:2020-08-01 发布日期:2020-09-01
  • 通讯作者: 朱杰兵(1970-),男,安徽怀宁人,教授级高级工程师,博士,主要从事岩石力学基本特性和岩土安全监测技术研究工作。E-mail:zhujiebing@vip.sina.com
  • 作者简介:汪 斌(1977-),男,湖北随州人,教授级高级工程师,博士,主要从事工程岩体分级及工程岩体稳定性评价研究。E-mail:cugwangbin@163.com
  • 基金资助:
    国家重点研发专项(2016YFC0401801,2018YFC0407002);国家自然科学基金项目(41877280,41672320); 新华水电科研课题项目(新华2016-A65);长江科学院院所基金项目(CKSF2019180/YT,CKSF2017066/YT)

Preliminary Discussion on Classifying Surrounding RockmassConsidering Influence of High Ground Temperature andGeothermal Gradient

WANG Bin1, ZHU Jie-bing1, ZHANG Zhen-jie2, ZHANG Li-jie1   

  1. 1. Key Laboratory of Geotechnical and Engineering of Ministry of Water Resources, Yangtze River ScientificResearch Institute, Wuhan 430010, China;
    2. China Xinhua Hydropower Company Limited,Beijing 100070, China
  • Received:2019-12-17 Online:2020-08-01 Published:2020-09-01

摘要: 工程岩体分级是岩石力学及其工程应用研究的最基本内容之一,当前岩体分级体系中尚无考虑高地温及高温度梯度等复杂地质环境下的围岩分级方法。依托南疆某水电站高温洞段引水隧洞工程建设,基于现场地质描绘、现场钻孔测试及室内岩石力学试验成果,采用RMR、GSI、BQ和HC等不同分级体系对高温洞段开展岩体质量评价;最后根据实际围岩级别与定性和定量分级结果对比分析,提出了高地热下围岩类别影响因子及阈值指标,给出了高地热赋存环境状态对围岩分级的修正方法,在此基础上提出适用于高地温梯度环境下的隧洞围岩质量分级与评价方法。研究表明,考虑了温度修正后,各类围岩的岩体质量评价结果相对传统方法减小1/4~1/2级,与实际定级结果更为接近,提高了分级的准确率。研究结果对于存在高地温的隧洞围岩分级有参考价值。

关键词: 工程岩体分级, RMR, GSI, BQ, HC, 高地温梯度, 影响因子

Abstract: The classification of engineering rockmass is a most basic content in rock mechanics and rock engineering application research area. However, current applied rockmass classification system doesn’t cover the rockmass classification method for surrounding rockmass under special geological conditions, such as high ground temperature and high temperature gradient. On background of a hydropower station construction in south Xinjiang, a segment of diversion tunnel with high ground temperature is chosen for surrounding rockmass classification research. On the basis of field geological mapping, in-situ acoustic test and laboratory rock mechanics test results, the RMR, GSI, BQ and HC systems are applied respectively to the rockmass classification and rockmass quality evaluation for the research segment. According to actual surrounding rockmass grade as well as qualitative and quantitative grading results, the influence factors and threshold indexes of high ground temperature are proposed. The evaluation method of surrounding rock quality method of tunnel under complex geological conditions is obtained. Results show that the rockmass quality evaluation grade results with the proposed method are reduced by 1/4~1/2 grade, much closer to the actual grading results.

Key words: classification of engineering rockmass, RMR, GSI, BQ, HC, high geothermal gradient, influence factors

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