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Volume 37 Issue 9
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TIAN Hao, LI Shu-cai, WANG Zhe-chao, XUE Yi-guo, ZHOU Yi, JIANG Yan-yan, ZHAO Jian-gang, WANG Lun-xiang, LÜ Xiao-qing. Field monitoring and stability analysis of underground crude oil storage caverns in construction phase[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(9): 1710-1720. DOI: 10.11779/CJGE201509021
Citation: TIAN Hao, LI Shu-cai, WANG Zhe-chao, XUE Yi-guo, ZHOU Yi, JIANG Yan-yan, ZHAO Jian-gang, WANG Lun-xiang, LÜ Xiao-qing. Field monitoring and stability analysis of underground crude oil storage caverns in construction phase[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(9): 1710-1720. DOI: 10.11779/CJGE201509021
shu

Field monitoring and stability analysis of underground crude oil storage caverns in construction phase

  • 1. Geotechnical and Structural Engineering Research Center, Shandong University, Jinan 250061, China; 2. State Key Laboratory for Geomechanics and Deep Underground Engineering,China University of Mining and Technology, Xuzhou 221116, China

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  • Received Date: August 04, 2014
  • Published Date: September 17, 2015
    Graphical Abstract
    • Abstract
  • Field monitoring is one of the important methods to ensure construction and operation safety of large underground facilities. The construction of underground crude oil storage caverns just commences in China. There are no standards of field monitoring and examples for data analysis. Based on the experience on the first crude oil storage caverns in China, the monitoring principles and implementation method of underground crude oil storage caverns are introduced by fully considering engineering features, geological conditions and economic applicability. The monitoring results show that surrounding rock convergence, crown settlement, internal displacement and surrounding rock loose circle of most monitoring sections are in the ranges of 4~8 mm, 3~6 mm, 4~8 mm, 0.9~1.8 m, respectively, and the anchor bar stress and contact stress are less than 50 MPa and 0.5 MPa, respectively. It is concluded that: (1) The deformation and support stress of the rock mass are low. Its stability is good and the design of support scheme is reasonable. (2) The monitoring results from a comprehensive scheme can reflect the overall stability of the underground crude oil storage cavern. (3) The stability has the characteristics of spatial and time evolution.
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  • [1]
    MOBERG S H. Storage of heavy fuel oil in rock caverns during three decades[C]//International Symposium on Storage in Excavated Rock Caverns. Stockholm, 1977: 117-123.
    [2]
    KIYOYAMA S. The present state of underground crude oil storage technology in Japan[J]. Tunnelling and Underground Space Technology, 1990, 5(4): 343-349.
    [3]
    NILSEN O. Storage of gases in rock caverns[M]. Rotterdam, Netherlands: A. A. Balkem, 1989.
    [4]
    LEE Y N, YUN S P, KIM D Y, et al. Design and construction aspects of unlined oil storage caverns in rock[J]. Tunnelling and Underground Space Technology, 1996, 11(1): 33-37.
    [5]
    LEE Y N, SUH Y H, KIM D Y, et al. Stress and deformation behavior of oil storage caverns during excavation[J]. International Journal of Rock Mechanics and Mining Sciences ISRM International Symposium 36th U.S. Rock Mechanics Symposium, 1997, 34(3/4): 301-305.
    [6]
    STURK R, STILLE H. Design and excavation of rock eaverns for fuel storage—a case study from Zimbabwe[J]. Tunnelling and Underground Space Technology, 1995, 10(2): 193-201.
    [7]
    GNIRK P F, FOSSUM A F. On the formulation of stability and design criteria for compressed air energy storage in hard rock caverns[C]// 14th Intersociety Energy Conversion Engineering Conference. Boston, 1979: 23-44.
    [8]
    李仲奎, 刘 辉, 曾 利, 等. 不衬砌地下洞室在能源储存中的作用与问题[J]. 地下空间与工程学报, 2005, 1(3): 350-357. (LI Zhong-kui, LIU Hui, ZENG Li, et al. Effect of unlined underground caverns in energy storage and some related problems[J]. Chinese Journal of Underground Space and Engineering, 2005, 1(3): 350-357. (in Chinese))
    [9]
    陈 祥. 黄岛地下水封石油洞库岩体质量评价及围岩稳定性分析[D]. 北京: 中国地质大学, 2007. (CHEN Xiang. Evaluation on quality and analysis on stability of adjacent rock mass of the water-sealed underground oil tank in Huangdao[D]. Beijing: China University of Geosciences, 2007. (in Chinese))
    [10]
    时洪斌. 黄岛地下水封洞库水封条件和围岩稳定性分析与评价[D]. 北京: 北京交通大学, 2010. (SHI Hong-bin. Analysis and evaluation of water seal condition and surrounding rock stability of Huangdao water sealed underground petroleum storage caverns in rock[D]. Beijing: Beijing Jiaotong University, 2010. (in Chinese)
    [11]
    杨明举, 关宝树. 地下水封储气洞库原理及数值模拟分析[J]. 岩石力学与工程学报, 2001, 20(3): 301-305. (YANG Ming-ju, GUAN Bao-shu. Theoretical and numerical simulation study of underground gas-storage caverns with water curtain[J]. Chinese Journal of Rock Mechanics and Engineering, 2001, 20(3): 301-305. (in Chinese))
    [12]
    杨明举, 关宝树. 地下水封裸洞储存LPG耦合问题的变分原理及应用[J]. 岩石力学与工程学报, 2003, 22(4): 515-520. (YANG Ming-ju, GUAN Bao-shu. Coupling model of underground gas-storage caverns and its application in engineering[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(4): 515-520. (in Chinese))
    [13]
    李术才, 平 洋, 王者超, 等. 基于离散介质流固耦合理论的地下石油洞库水封性和稳定性评价[J]. 岩石力学与工程学报, 2012, 31(11): 2161-2170.(LI Shu-cai, PING Yang, WANG Zhe-chao, et al. Assessment of storage caverns based on fluid-solid coupling theory for discrete medium[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(11): 2161-2170. (in Chinese))
    [14]
    王者超, 李术才, 薛翊国, 等. 大型地下水封石油洞库围岩完整性、变形和稳定性分析[J]. 山东大学学报（自然科学版）, 2011, 41(3): 112-117. (WANG Zhe-chao, LI Shu-cai, XUE Yi-guo, et al. Integrity, deformation and stability of a rock mass around underground crude oil storage caverns in containment of groundwater[J]. Journal of Shandong University (Engineering Science), 2011, 41(3): 112-117. (in Chinese))
    [15]
    李仲奎, 周 钟, 汤雪峰, 等. 锦屏一级水电站地下厂房洞室群稳定性分析与思考[J]. 岩石力学与工程学报, 2009, 28(11): 2167-2175. (LI Zhong-kui, ZHOU Zhong, TANG Xue-feng, et al. Stability analysis and considerations of underground powerhouse caverns group of Jinping I hydropower station[J]. Chinese Journal of Rock Mechanics and Engineering, 2009, 28(11): 2167-2175. (in Chinese))
    [16]
    冯夏庭, 江 权, 向天兵, 等. 大型洞室群智能动态设计方法[J]. 岩石力学与工程学报, 2011, 30(3): 433-448. (FENG Xia-ting, JIANG Quan, XIANG Tian-bing, et al. Intelligent and dynamic design methodology of large cavern group and its practice[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(3): 433-448. (in Chinese))
    [17]
    吴世勇, 任旭华, 陈祥荣, 等. 锦屏二级水电站引水隧洞围岩稳定分析及支护设计[J]. 岩石力学与工程学报, 2005, 24(20): 3777-3782. (WU Shi-yong, REN Xu-hua, CHEN Xiang-rong, et al. Stability analysis and supporting design of surrounding rocks of diversion tunnel for Jinping hydropower station[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(20): 3777-3782. (in Chinese))
    [18]
    王者超, 李术才, 吕晓庆, 等. 地下水封石油洞库施工期围岩完整性参数敏感性分析[J]. 岩土力学, 2011, 32(增刊2): 488-495. (WANG Zhe-chao, LI Shu-cai, LÜ Xiao-qing, et al. Integrity, deformation and stability of a rock mass around underground crude oil storage caverns in containment of groundwater[J]. Rock and Soil Mechanics, 2011, 32(S2): 488-495. (in Chinese))
    [19]
    王者超, 李术才, 薛翊国, 等. 大型地下水封石油洞库施工过程力学特性研究[J]. 岩土力学, 2013, 34(1): 275-282. (WANG Zhe-chao, LI Shu-cai, XUE Yi-guo, et al. Mechanical properties of surrounding rocks of large water sealed underground oil storage caverns during construction process[J]. Rock and Soil Mechanics, 2013, 34(1): 275-282. (in Chinese))
    [20]
    ZHU W S, SUI B, LI X J, et al. A methodology for studying the high wall displacement of large scale underground cavern complexes and it’s applications[J]. Tunnelling and Underground Space Technology, 2008, 23(6): 651-664.
    [21]
    LI S, WANG Z, PING Y, et al. Discrete element analysis of hydro-mechanical behavior of a pilot underground crude oil storage facility in granite in China[J]. Tunnelling and Underground Space Technology, 2014, 40(1): 75-84.
    [22]
    乔丽苹, 刘 杰, 李术才, 等. 地下工程开挖面空间效应特征研究及应用[J]. 岩土力学, 2014, 35(增刊2): 481-487. (QIAO Li-ping, LIU Jie, LI Shu-cai, et al. Study of spatial effect of excavation face for underground facility and its application[J]. Rock and Soil Mechanics, 2014, 35(S2): 481-487. (in Chinese))
    [23]
    文竞舟, 张永兴, 王 成. 基于接触应力反分析的隧道初期支护结构内力研究[J]. 岩土力学, 2011, 32(8): 2467-2472. (WEN Jing-zhou, ZHANG Yong-xing, WANG Cheng. Back analysis of internal force of initial support in tunnel based on touch stress[J]. Rock and Soil Mechanics, 2011, 32(8): 2467-2472. (in Chinese))
    [24]
    王者超, 李术才, 梁建毅, 等. 地下水封石油洞库渗水量预测与统计[J]. 岩土工程学报, 2014, 36(8): 1490-1497. (WANG Zhe-chao, LI Shu-cai, LIANG Jian-yi, et al. Prediction and measurement of groundwater flow rate of underground crude oil storage caverns[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(8): 1490-1497. (in Chinese))
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