长江科学院院报 ›› 2014, Vol. 31 ›› Issue (10): 43-50.DOI: 10.3969/j.issn.1001-5485.2014.10.007

• 《长江科学院院报》创刊30周年专栏 • 上一篇    下一篇

深部岩石工程力学特性及地应力测试研究综述

邬爱清, 朱杰兵   

  1. 长江科学院 水利部岩土力学与工程重点实验室, 武汉 430010
  • 收稿日期:2014-08-22 修回日期:2014-10-17 出版日期:2014-10-01 发布日期:2014-10-20
  • 作者简介:邬爱清(1963-), 男, 湖北安陆人, 教授级高级工程师, 博士, 主要从事水利水电工程岩石力学方面的研究工作, (电话)027-82820332(电子信箱)wuaiqing@vip.sina.com。
  • 基金资助:
    国家自然科学基金项目(51179014,51379022);国家重点基础研究发展计划(973)项目(2011CB710603)

A Review of Researches on Mechanical Properties of Deep Rockmass Engineering and Geo-stress Measurement

WU Ai-qing, ZHU Jie-bing   

  1. Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources, Yangtze River Scientific Research Institute,Wuhan 430010,China
  • Received:2014-08-22 Revised:2014-10-17 Online:2014-10-01 Published:2014-10-20

摘要: 伴随中西部高山峡谷区水电及交通等工程的建设,与之相关的地下工程多呈现出超长、大埋深、高地应力、高外水压等特点,由此引发对深部岩石工程的岩石力学特性及地应力测试等科学问题的重视。简要综述了深部岩石试验技术、高应力复杂应力路径下的岩石力学特性、深部岩石的流变特征、深部围岩的质量分级与评价、地应力测试与分析等方面在过去10余年的进展,并对上述科学问题及后续研究重点进行了展望。

Abstract: Hydropower and transportation underground projects in high mountain valley areas in central and western region of China have big length and depth, high geo-stress, and high external water pressure. Scientific problems regarding the mechanical properties of deep rock engineering and geo-stress measurement have drawn increasing attentions. The progresses of several key aspects over the past decade are reviewed, including test technique of deep rock, mechanical properties of rocks under high stress condition and complex stress path, rheological characteristics of deep rock, quality evaluation and classification of deep surrounding rock mass, and geo-stress measurement technique in deep rockmass. Future research prospects of the mentioned scientific problems are also highlighted.

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