Review of international research on rock in situ rockmass behavior in deep underground research laboratory

被引：0
|
作者：
Li S. [1 ]
Xie Z. [1 ,2 ]
Xiao Y. [1 ]
Feng G. [1 ]
Pan P. [1 ]
Wang Z. [1 ]
机构：
[1] State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan
[2] University of Chinese Academy of Sciences, Beijing
来源：
Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology) | 2021年 / 52卷 / 08期
基金：
中国国家自然科学基金;
关键词：
Deep rockmass; in situ test; Mechanical behaviors; Underground research laboratory;
D O I：
10.11817/j.issn.1672-7207.2021.08.001
中图分类号：
学科分类号：
摘要：
The underground research laboratory(URL) has become an important platform for major international basic scientific research, which provides indispensable support for the development of physics, biology, geochemistry, medicine, rock mechanics and other disciplines. The in situ mechanical behavior and stability of deep underground research laboratory is a key basic problem to be answered in rock mechanics. At present, a large number of researches on rock mechanics have been carried out based on the existing and under construction underground research laboratories, which ensures the safe construction and operation of underground laboratories. In this paper, some of the current international underground research laboratories and some key problems related to rock mechanical behaviors during URL construction and operation were summarized. In addition, testing and monitoring methods of surrounding rock mechanical behavior were introduced. Excavation damage area, mechanical model and numerical simulation method were also analyzed. At the same time, the highlights and limitations of the current achievements of underground research laboratories were discussed. Finally, some ideas on the future researches of rock mechanics in deep underground research laboratories were put forward. © 2021, Central South University Press. All right reserved.
引用
收藏
页码：2491 / 2509
页数：18
相关论文
共 77 条
  • [1] FENG Xiating, ZHANG Chuanqing, LI Shaojun, Dynamic design method for deep tunnels in hard rock, pp. 1-2, (2013)
  • [2] XIE Heping, GAO Feng, JU Yang, Et al., Novel idea and disruptive technologies for the exploration and research of deep earth, Advanced Engineering Sciences, 49, 1, pp. 1-8, (2017)
  • [3] FENG Xiating, WU Shiyong, LI Shaojun, Et al., Comprehensive field monitoring of deep tunnels at Jinping underground laboratory(CJPL-Ⅱ) in China, Chinese Journal of Rock Mechanics and Engineering, 35, 4, pp. 649-657, (2016)
  • [4] CHENG Jianping, WU Shiyong, YUE Qian, Et al., A review of international underground laboratory developments, Physics, 40, 3, pp. 149-154, (2011)
  • [5] LI Shaojun, ZHENG Minzong, QIU Shili, Et al., Analysis of long-term in-situ mechanical response of tunnel excavation in Jinping underground laboratory, China, Journal of Tsinghua University(Natural Science Edition), 61, 8, pp. 842-852, (2021)
  • [6] LI Erbing, HAN Yang, TAN Yuehu, Et al., Field measuring test on internal displacement of surrounding rock during whole excavation process of Beishan exploration tunnel, Chinese Journal of Rock Mechanics and Engineering, 36, 11, pp. 2741-2754, (2017)
  • [7] LI Youyun, ZHANG Zhigeng, XIE Yongli, Et al., Study of site monitoring of vertical full displacement of vault surrounding rock of tunnels and its change law, Rock and Soil Mechanics, 34, 6, pp. 1703-1708, (2013)
  • [8] DONG Yuan, ZHANG Yin, Study on the surrounding rock deformation law of the main powerhouse on the left bank of Baihetan hydropower station during the step braced excavation, Pearl River, 39, 10, pp. 63-69, (2018)
  • [9] LI Shuaijun, FENG Xiating, XU Dingping, Et al., Study of the characteristics and mechanism of surrounding rock deformation during the first layer excavation in Baihetan hydorpower station underground main powerhouses, Chinese Journal of Rock Mechanics and Engineering, 35, S2, pp. 3947-3959, (2016)
  • [10] ZHANG Chuanqing, FENG Xiating, ZHOU Hui, Et al., Method of obtaining loss convergence displacement and its application to tunnel engineering, Rock and Soil Mechanics, 30, 4, pp. 997-1003, (2009)
12345678