• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
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

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

More Information
  • Received Date: August 04, 2014
  • Published Date: September 17, 2015
  • 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.
  • [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))
  • Related Articles

    [1]JIA Heyang, LI Xiaolong, CAO Dongdong, WANG Shanshan, GUI Yunxiang, ZHONG Yanhui, ZHANG Bei. Experimental study on influences of temperature on diffusion behaviors of self-expanding polymer slurry in fractures[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(4): 794-802. DOI: 10.11779/CJGE20221530
    [2]YE Fei, LI Sihan, XIA Tianhan, SU Enjie, HAN Xingbo, ZHANG Caifei. Compaction-fracture diffusion model for backfill grouting of shield tunnels in low permeability strata[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(10): 2014-2022. DOI: 10.11779/CJGE20220812
    [3]FENG Shi-jin, PENG Ming-qing, CHEN Zhang-long, CHEN Hong-xin. One-dimensional transport of transient diffusion-advection of organic contaminant through composite liners[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(5): 799-809. DOI: 10.11779/CJGE202205002
    [4]JI Yong-xin, ZHANG Wen-jie. Experimental study on diffusion of chloride ions in unsaturated soils[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(9): 1755-1760. DOI: 10.11779/CJGE202109022
    [5]LENG Wu-ming, AI Xi, XU Fang, ZHANG Qi-shu, YANG Qi, NIE Ru-song, LIU Xiao-hao. Diffusion laws of horizontal additional stress in a new prestressed subgrade[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(8): 1445-1454. DOI: 10.11779/CJGE201908008
    [6]ZHANG Cong, LIANG Jin-wei, YANG Jun-sheng, ZHANG Gui-jin, XIE Yi-peng, YE Xin-tian. Diffusion mechanism of pulsating seepage grouting slurry with power-law fluid considering interval distribution[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(11): 2120-2128. DOI: 10.11779/CJGE201811019
    [7]ZHANG Qing-song, WANG Hong-bo, LIU Ren-tai, LI Shu-cai, ZHANG Le-wen, ZHU Guang-xuan, ZHANG Lian-zheng. Infiltration grouting mechanism of porous media considering diffusion paths of grout[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(5): 918-924. DOI: 10.11779/CJGE201805017
    [8]ZHU Ming-ting, ZHANG Qing-song, LI Shu-cai, ZHANG Xiao, TAN Ying-hua, WANG Kai. Effects of properties of surrounding rock on change laws of grouting pressures and diffusion patterns[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(7): 1258-1266. DOI: 10.11779/CJGE201707012
    [9]LI Song-ying, LUO Ping-ping. Diffusion law of grouts in irregular faults based on fractal interpolation[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(1): 126-131. DOI: 10.11779/CJGE201401011
    [10]ZHANG Zhong-miao, ZOU Jian, HE Jing-yi, WANG Hua-qiang. Laboratory tests on compaction grouting and fracture grouting of clay[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(12): 1818-1824.
  • Cited by

    Periodical cited type(12)

    1. 丁龙. 基于桩侧注浆的桥梁桩基加固研究. 建筑机械. 2024(04): 182-185 .
    2. 曹洋,刘杨,张超宇,杨俊杰,李国政. 基于离散元法的盾尾同步注浆扩散及参数优化研究. 岩土工程学报. 2024(10): 2119-2128 . 本站查看
    3. 柳昭星. 奥陶系灰岩顶部劈裂注浆裂隙起裂机制试验研究. 采矿与安全工程学报. 2023(01): 204-214 .
    4. 王伟,李召峰,许彬,王凯,林春金,都君琪,王衍升. 桩侧注浆提升既有桩基承载特性试验与数值模拟. 科学技术与工程. 2023(21): 9226-9232 .
    5. 庞浩然,高艳华,徐兴芃,熊楚明. 粉细砂地层注浆加固技术的研究进展. 地基处理. 2023(05): 421-433 .
    6. 吴民晖. 压密注浆法在机场杂填土地基施工中的运用. 工程技术研究. 2022(15): 82-84 .
    7. 龚昕,赵程,吴悦. 黏土中考虑中主应力和卸荷效应的压密注浆模型研究. 施工技术(中英文). 2022(20): 45-51 .
    8. 林泽耿,侯振坤,张树文,黎剑华,徐晓斌,李祥新,王晓伟. 桩侧注浆结石体定量表征物理模拟试验. 科学技术与工程. 2021(06): 2427-2432 .
    9. 叶新宇,彭锐,马新岩,张升,王善勇. 压密效应对新型压密注浆土钉的强化研究. 岩土工程学报. 2021(09): 1649-1656+1738 . 本站查看
    10. 董敏忠. 注浆纠偏隧道水平位移的数值模拟. 建筑科学与工程学报. 2021(06): 138-146 .
    11. 徐飞,陈阳. 基于分维数的三维单裂隙注浆体流动数值模拟研究. 黄金. 2019(09): 37-41 .
    12. 秦鹏飞. 劈裂注浆技术研究新进展述评. 地基处理. 2019(02): 17-22 .

    Other cited types(21)

Catalog

    Article views (367) PDF downloads (230) Cited by(33)
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return