Advanced Search
  • 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
Volume 37 Issue 6
Turn off MathJax
Article Contents
Abstract
References
Related Articles
WANG Zhe-chao, LU Bao-qi, LI Shu-cai, QIU Dao-hong, QIAO Li-ping, YU Feng, BI Li-ping. Risk assessment for an underground crude oil storage facility with water-curtaining system during construction phase[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(6): 1057-1067. DOI: 10.11779/CJGE201506012
Citation: WANG Zhe-chao, LU Bao-qi, LI Shu-cai, QIU Dao-hong, QIAO Li-ping, YU Feng, BI Li-ping. Risk assessment for an underground crude oil storage facility with water-curtaining system during construction phase[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(6): 1057-1067. DOI: 10.11779/CJGE201506012
shu

Risk assessment for an underground crude oil storage facility with water-curtaining system during construction phase

  • 1. Geotechnical and Structural Engineering Research Center, Shandong University, Jinan 250061, China;
    2. Huangdao Oil Reserve Base Company Limited, Qingdao 266426, China

More Information
  • Received Date: June 19, 2014
  • Published Date: June 18, 2015
    Graphical Abstract
    • Abstract
  • The construction of underground oil storage facility with water-curtaining is characterized by large investment, lack of mature design and construction specifications and many uncertain factors, which will induce risks for the construction. It is very important to assess the risks involved in the construction of such facilities. In this study, the risk assessment is performed for both the stability and containment properties for the facilities, which are the critical concerns. The assessment results are compared with the practical experience in the first large underground oil storage facility in China. The risk sources for the stability and containment properties are identified. A survey on the significance and probability of risk resources is performed. Using the fuzzy mathematical theory, the fuzzy weight set of each risk source and fuzzy evaluation set are obtained, and the rating of the influence of each risk source is determined. The typical accidents of instability and loss of containment property during construction of Huangdao underground oil storage facility are introduced. The causes of the accidents are analyzed and compared with the risk sources rating results. The research can be helpful for the risk management and mitigation for such facilities and for enriching the assessment methods and scope of underground engineering risk assessment.
    • FullText(HTML)
    • References (19)
  • [1]
    钱七虎, 戎晓力. 中国地下工程安全风险管理的现状、问 题及建议[J]. 岩石力学与工程学报, 2008, 27(4): 649–655. (QIAN Qi-hu, RONG Xiao-li. State, issues and relevant recommendations for security risk management of China’s underground engineering[J]. Chinese Journal of Rock Mechnics and Engineering, 2008, 27(4): 649–655. (in Chinese))
    [2]
    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-qiao, et al. Parameter sensitivity of rock mass integrity for a pilot underground crude oil storage caverns during construction phase. Rock and Soil Mechanics, 2011, 32(S2): 488–495. (in Chinese))
    [3]
    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(21): 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(21): 275– 282. (in Chinese))
    [4]
    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))
    [5]
    王者超, 李术才, 乔丽苹, 等. 大型地下石油洞库自然水封 性应力–渗流耦合分析[J]. 岩土工程学报, 2013, 35(8): 1535–1543. (WANG Zhe-chao, LI Shu-cai, QIAO Li-ping, et al. Assessment of natural containment properties of an underground crude oil storage cavern using fluid flow-stress coupling method[J]. Chinese of Journal of Geotechnical Engineering, 2013, 35(8): 1535–1543. (in Chinese))
    [6]
    EINSTEIN H H. Risk and risk analysis in rock engineering[J]. Tunneling and Underground Space Technology, 1996: 141– 15.
    [7]
    范益群, 钟万勰, 刘建航. 时空效应理论与软土基坑现代 设计概念[J]. 清华大学学报（自然科学版）, 2000, 40(增刊 1): 49–53. (FAN Yi-qun, ZHONG Wan-xie, LIU Jian-hang. Theory of time-space effect and modern design concepts in soft soil pit engineering[J]. Journal of Tsinghua University (Science and Technology), 2000, 40(S1): 49–53. (in Chinese))
    [8]
    黄宏伟, 陈桂香. 风险管理在降低地铁造价中的作用[J]. 现代隧道技术, 2003, 40(5): 1–6. (HUANG Hong-wei, CHEN Gui-xiang. Role of risk management in the cost reduction of metro construction[J]. Modern Tunnelling Technology, 2003, 40(5): 1–6. (in Chinese))
    [9]
    杨林德, 黄 慷. 水底隧道管片构件耐久性失效风险研究 [J]. 地下空间, 2004, 24(1): 1–4. (YANG Lin-de, HUANG Kang. A study on risk of durability failure of the segments for underwater tunnel[J]. Underground Space, 2004, 24(1): 1–4. (in Chinese))
    [10]
    YOU K, PARK Y, LEE J S. Risk analysis for determination of a tunnel support pattern[J]. Tunneling and Underground Space Technology, 2005, 20(5): 479–486.
    [11]
    中国土木工程学会, 同济大学. 地铁及地下工程建设风险 管理指南[M]. 北京: 中国建筑工业出版社, 2007. (Chinese Society of Civil Engineering, Tongji University. Guideline of risk management for construction of construction of subway and underground works[M]. Beijing: China Architecture and Building Press, 2007. (in Chinese))
    [12]
    胡元鑫, 刘新荣, 李晓红, 等. 基于监控量测的山岭隧道 工程风险管理分析[J]. 岩土工程学报, 2010, 32(7): 1135– 1141. (HU Yuan-xin, LIU Xin-rong, LI Xiao-hong. Engineering risk management of mountain tunnels based on observation[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(7): 1135–1141. (in Chinese))
    [13]
    李 媛. 盐岩地下油气储库风险分析与评估研究[D]. 济 南: 山东大学, 2011. (LI Yuan. Study on risk analysis and evaluation for the salt cavern storage[D]. Jinan: Shandong University, 2011. (in Chinese))
    [14]
    BROWN E T. Risk assessment and management in underground rock engineering: an overview[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2012, 4(3): 193–204.
    [15]
    姜彦彦. 地下水封石油洞库施工期风险分析与评价研究 [D]. 济南: 山东大学, 2013. (JIANG Yan-yan. Research of risk analysis and assessment during construction of underground petroleum storage caverns[D]. Jinan: Shandong University, 2013. (in Chinese))
    [16]
    陆宝麒, 梁建毅, 张文辉, 等. 首座大型地下水封石油洞 库工程建设管理集成创新模式[J]. 长江科学院院报, 2014, 31(1): 98–102. (LU Bao-qi, LIANG Jian-yi, ZHANG Wen-hui, et al. Integrated Innovations for construction management of China’s first large underground water-sealed oil storage cavern[J]. Journal of Yangtze River Scientific Research Institute, 2014, 31(1): 98–102. (in Chinese))
    [17]
    张 跃. 模糊数学方法及其应用[M]. 北京: 煤炭工业出 版社, 1992. (ZHANG Yue. Fuzzy mathematical methods and applications[M]. Beijing: China Coal Industry Publishing House, 1992. (in Chinese))
    [18]
    吴贤国, 王 锋. R=P×C 法评价水下盾构隧道施工风险 [J]. 华中科技大学报. 2005, 22(4): 44–46. (WU Guo-xian, WANG Feng. Gradation Evaluation of underwater shield tunnel construction risks using R=P×C method[J]. Journal of Huazhong University of Science and Technology-Urban Science, 2005, 22(4): 44–46. (in Chinese))
    [19]
    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

  • Related Articles

    [1]BAO Xiao-hua, FU Yan-bin, HUANG Hong-wei. Case study of risk assessment for safe grade of deep excavations[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk1): 192-197. DOI: 10.11779/CJGE2014S1033
    [2]WANG Ming-wu, CHEN Guang-yi, JIN Ju-liang. Risk evaluation of surrounding rock stability based on stochastic simulation of multi-element connection number and triangular fuzzy numbers[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(4): 643.
    [3]Evaluation coupling model for high slope stability based on fuzzy analytical hierarchy process- set pair analysis method[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(5).
    [4]TAN Xiaohui, WANG Jianguo, HU Xiaojun, BI Weihua. Fuzzy random finite element reliability analysis of slope stability[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(7): 991-996.
    [5]LAN Shouqi, ZHANG Qinghe. Risk assessment of deep excavation during construction based on fuzzy theory[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(4): 648-652.
    [6]WANG Mingwu, LI Li, JIN Juliang. Set pair analysis-variable fuzzy set model for evaluation of stability of surrounding rock[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(6): 941-944.
    [7]HUANG Hongwei, ZHU Lin, XIE Xiongyao. Risk assessment on engineering feasibility of key events in Shanghai metro line No. 11[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(7): 1103-1107.
    [8]BIAN Yihai, HUANG Hongwei. Fuzzy fault tree analysis of failure probability of SMW retaining structures in deep excavations[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(5): 664-668.
    [9]SHEN Yusheng, ZHAO Yuguang. Research on fuzzy probability analysis of stability of surrounding rock in double-arch tunneling[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(11): 123-126.
    [10]Lin Yuliang, Sakurai Shunsuke. A Formulation of Back Analysis Using the Fuzzy Finite Element Method[J]. Chinese Journal of Geotechnical Engineering, 1995, 17(5): 48-56.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (466) PDF downloads (299) Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return