Impact of mechanical parameter correlations on reliability of stability of underground water-sealed storage caverns

IF 7.4 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Jingyi Ma , Zhechao Wang , Zhenhua Peng , Liping Qiao , Wei Li , Junyan Li , Chenghua Hong
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Abstract

The stability of underground water-sealed oil storage (UWSOS) caverns is crucial for ensuring their long-term safe operation. In this study, a reliability analysis method for UWSOS caverns considering correlations between rock mass mechanical parameters was proposed. First, a statistical analysis was conducted on the rock mass mechanical parameters from five large UWSOS caverns projects in China, in which process the mean values, standard deviations, correlation coefficients, and distribution types were obtained. Based on the practical first-order reliability method (FORM), the impacts of parameter correlations on reliability analysis results with regard to the plastic zone and cavern convergence criteria were revealed. And the influence induced by parameter correlations was explained. The study demonstrated that correlations between rock mass mechanical parameters influence the reliability index, with the cohesion–friction angle relationship exhibiting a particularly significant impact. In the analysis based on the plastic zone criteria, a marked reduction in the reliability index is observed as the correlation coefficient between cohesion and friction angle increases. Finally, the reliability of a UWSOS facility in southern China was investigated. Comparative reliability assessments conducted with versus without considering parameter correlations reveal that neglecting such interdependencies leads to conservative reliability estimations. The study provides a valuable insight into the reliability design of UWSOS caverns and facilitates the accurate assessment of engineering risks.
力学参数相关性对地下水封洞室稳定可靠性的影响
地下水封储油库的稳定性是保证储油库长期安全运行的关键。本文提出了一种考虑岩体力学参数相关性的洞室可靠性分析方法。首先,对中国5个大型UWSOS洞室工程的岩体力学参数进行统计分析,得到其均值、标准差、相关系数和分布类型。基于实用一阶可靠度方法(FORM),揭示了塑性区和洞室收敛准则下参数相关性对可靠性分析结果的影响。并对参数相关性的影响进行了解释。研究表明,岩体力学参数之间的相关性对可靠度指标有影响,其中黏聚角-摩擦角关系的影响尤为显著。在基于塑性区准则的分析中,随着黏聚力与摩擦角相关系数的增大,可靠度指标显著降低。最后,对中国南方UWSOS设施的可靠性进行了研究。在考虑参数相关性和不考虑参数相关性的情况下进行的可靠性比较评估表明,忽略这种相互依赖性会导致保守的可靠性估计。该研究为洞室可靠性设计提供了有价值的见解,有助于准确评估工程风险。
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来源期刊
Tunnelling and Underground Space Technology
Tunnelling and Underground Space Technology 工程技术-工程:土木
CiteScore
11.90
自引率
18.80%
发文量
454
审稿时长
10.8 months
期刊介绍: Tunnelling and Underground Space Technology is an international journal which publishes authoritative articles encompassing the development of innovative uses of underground space and the results of high quality research into improved, more cost-effective techniques for the planning, geo-investigation, design, construction, operation and maintenance of underground and earth-sheltered structures. The journal provides an effective vehicle for the improved worldwide exchange of information on developments in underground technology - and the experience gained from its use - and is strongly committed to publishing papers on the interdisciplinary aspects of creating, planning, and regulating underground space.
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