Surrounding Rock Failure Mechanism and Long-Term Stability of the Heidong Large Ancient Underground Caverns

被引:7
|
作者
Gao, Bingli [1 ]
Yang, Congcong [1 ]
Li, Lang [2 ]
Zhang, Haixiang [3 ]
He, Wantong [4 ]
Yang, Zhifa [5 ]
Cai, Zhiyun [6 ]
机构
[1] Xian Univ Sci & Technol, Xian 710054, Peoples R China
[2] China Jikan Res Inst Engn Invest & Desing Co Ltd, Xian 710043, Peoples R China
[3] Beijing Univ Technol, Beijing 100124, Peoples R China
[4] China Renewable Energy Engn Inst, Beijing 100120, Peoples R China
[5] Chinese Acad Sci, Inst Geol & Geophys, Beijing 100029, Peoples R China
[6] Northwest Hydropower Engn Corp Ltd, Power China, Xian 710065, Peoples R China
关键词
Heidong ancient underground caverns; Failure mechanism; Long-term stability; Surrounding rock quality; Rock micro-structure; PROTECTIVE MEASURES;
D O I
10.1007/s10706-022-02194-7
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The Heidong ancient man-made underground caverns consist of 21 single caverns and the group caverns cover an area of 24,000 m(2). The large-scale underground quarry with 21 caverns has been preserved in its original state for more than 1400 years in Tiantai County of South China due to the favorable engineering geological conditions and the structural integrity of rock mass. In this study, based on the field investigation method and numerical simulation, the deformation and damage of the surrounding rock of each ancient cavern chamber were studied, and the damage types and damage mechanisms of the surrounding rock were analyzed. The influence on the long-term stability of the cavern was analyzed in terms of ancient engineering concepts and the quality of the surrounding rock. Research results showed that cavern block instability has caused some roof collapse due to gravity and the horizontal displacement conditions. The higher quality of the surrounding rock in layers 6 and 8 is an important reason for the long-term stability of the ancient caverns. In addition, the ancient engineering idea implemented, including double-arched structure and fault avoidance, as well as waste rock accumulation on the floor of the caverns, have played an important role in their long-term stability. Overall, this study is relevant to modern underground engineering seeking to promote the scientific protection for ancient engineering constructions.
引用
收藏
页码:4975 / 4990
页数:16
相关论文
共 50 条
  • [41] Analysis of deformation and failure mechanism of surrounding rock for deep underground projects
    Li Jie
    Song Chun-ming
    Hu Xiao
    Chen Wen-tao
    Fan Peng-xian
    ROCK AND SOIL MECHANICS, 2012, 33 : 365 - 370
  • [42] Deformation and failure mechanism exploration of surrounding rock in huge underground cavern
    Tian, Zhenhua
    Liu, Jian
    Wang, Xiaogang
    Liu, Lipeng
    Lv, Xiaobo
    Zhang, Xiaotong
    STRUCTURAL ENGINEERING AND MECHANICS, 2019, 72 (02) : 275 - 291
  • [43] Quantitative approach,cloud system and engineering practice for global stability assessment of surrounding rock in underground caverns
    Xu D.
    Jiang Q.
    Li S.
    Liu X.
    Huang S.
    Qiu S.
    Feng G.
    Zheng H.
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2022, 41 (11): : 2186 - 2198
  • [44] Control effect of large geological discontinuity on seismic response and stability of underground rock caverns
    Cui Zhen
    Sheng Qian
    Leng Xian-lun
    Luo Qing-zi
    ROCK AND SOIL MECHANICS, 2018, 39 (05) : 1811 - 1824
  • [45] Analysis of uplift failure mechanism for underground lined rock caverns in hydrogen energy storage
    Qiu K.
    Li S.
    Liu R.
    Liu Z.
    Wang Z.
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2024, 43 (02): : 468 - 480
  • [46] Stability analysis of block in surrounding rock mass of large underground excavation
    College of Environment and Civil Engineering, Chengdu University of Technology, Chengdu 610059, China
    不详
    不详
    Yanshilixue Yu Gongcheng Xuebao, 2006, 2 (306-311):
  • [47] Stability analysis of block in the surrounding rock mass of a large underground excavation
    Liu, J
    Li, ZK
    Zhang, ZY
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2004, 19 (01) : 35 - 44
  • [49] Stability analysis of surrounding rock of large underground powerhouse cavern group
    School of Water Resources and Hydropower, Wuhan University, Wuhan 430072, China
    不详
    不详
    Yanshilixue Yu Gongcheng Xuebao, 2008, SUPPL. (2864-2872):
  • [50] Establishment and visualization of an integrated surrounding-rock classification system for large-span underground caverns
    Shen, Yanjun
    Xu, Guangli
    Wei, Zhiyun
    Modern Tunnelling Technology, 2014, 51 (04) : 28 - 38