Stability analysis of underground oil storage caverns by an integrated numerical and microseismic monitoring approach
Underground storage in unlined caverns is of great significance for storing energy resources. Construction of underground storage caverns is an extremely complex process, involving extensive multi-bench excavation and strong unloading. Excavation-induced damage of surrounding rock masses may lead to...
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Veröffentlicht in: | Tunnelling and underground space technology 2016-04, Vol.54, p.81-91 |
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container_title | Tunnelling and underground space technology |
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creator | Ma, K. Tang, C.A. Wang, L.X. Tang, D.H. Zhuang, D.Y. Zhang, Q.B. Zhao, J. |
description | Underground storage in unlined caverns is of great significance for storing energy resources. Construction of underground storage caverns is an extremely complex process, involving extensive multi-bench excavation and strong unloading. Excavation-induced damage of surrounding rock masses may lead to instability of underground storage caverns. The aim of this paper is to put forward a method by integrating numerical simulation and microseismic monitoring for evaluation of cavern stability. A novel numerical method called Continuous–Discontinuous Element Method (CDEM) is applied to simulate micro-cracks under excavation-induced unloading conditions. Meanwhile, a microseismic (MS) monitoring system is employed to monitor real-time MS events during construction of storage caverns. Numerical results are validated using the monitoring data from the MS monitoring system. The integrated method is proved to be successful in capturing micro-cracks in underground storage caverns. Local instability, potential unstable zones and micro-crack evolution are analyzed, and cracking mechanisms are also discussed. |
doi_str_mv | 10.1016/j.tust.2016.01.024 |
format | Article |
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Construction of underground storage caverns is an extremely complex process, involving extensive multi-bench excavation and strong unloading. Excavation-induced damage of surrounding rock masses may lead to instability of underground storage caverns. The aim of this paper is to put forward a method by integrating numerical simulation and microseismic monitoring for evaluation of cavern stability. A novel numerical method called Continuous–Discontinuous Element Method (CDEM) is applied to simulate micro-cracks under excavation-induced unloading conditions. Meanwhile, a microseismic (MS) monitoring system is employed to monitor real-time MS events during construction of storage caverns. Numerical results are validated using the monitoring data from the MS monitoring system. The integrated method is proved to be successful in capturing micro-cracks in underground storage caverns. Local instability, potential unstable zones and micro-crack evolution are analyzed, and cracking mechanisms are also discussed.</description><identifier>ISSN: 0886-7798</identifier><identifier>EISSN: 1878-4364</identifier><identifier>DOI: 10.1016/j.tust.2016.01.024</identifier><language>eng</language><publisher>Elsevier Ltd</publisher><subject>Caverns ; Continuous–Discontinuous Element Method (CDEM) ; Excavation unloading ; Instability ; Mathematical models ; Microcracks ; Microseismic monitoring ; Microseisms ; Monitoring ; Numerical simulation ; Stability ; Stability analysis ; Underground storage ; Underground storage caverns</subject><ispartof>Tunnelling and underground space technology, 2016-04, Vol.54, p.81-91</ispartof><rights>2016 Elsevier Ltd</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a441t-bb09eef093d624361acdc4fe7fa890f73391b4ab4160a0cb08db5aa560ffa9083</citedby><cites>FETCH-LOGICAL-a441t-bb09eef093d624361acdc4fe7fa890f73391b4ab4160a0cb08db5aa560ffa9083</cites><orcidid>0000-0002-1242-4009</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/j.tust.2016.01.024$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>315,782,786,3552,27931,27932,46002</link.rule.ids></links><search><creatorcontrib>Ma, K.</creatorcontrib><creatorcontrib>Tang, C.A.</creatorcontrib><creatorcontrib>Wang, L.X.</creatorcontrib><creatorcontrib>Tang, D.H.</creatorcontrib><creatorcontrib>Zhuang, D.Y.</creatorcontrib><creatorcontrib>Zhang, Q.B.</creatorcontrib><creatorcontrib>Zhao, J.</creatorcontrib><title>Stability analysis of underground oil storage caverns by an integrated numerical and microseismic monitoring approach</title><title>Tunnelling and underground space technology</title><description>Underground storage in unlined caverns is of great significance for storing energy resources. Construction of underground storage caverns is an extremely complex process, involving extensive multi-bench excavation and strong unloading. Excavation-induced damage of surrounding rock masses may lead to instability of underground storage caverns. The aim of this paper is to put forward a method by integrating numerical simulation and microseismic monitoring for evaluation of cavern stability. A novel numerical method called Continuous–Discontinuous Element Method (CDEM) is applied to simulate micro-cracks under excavation-induced unloading conditions. Meanwhile, a microseismic (MS) monitoring system is employed to monitor real-time MS events during construction of storage caverns. Numerical results are validated using the monitoring data from the MS monitoring system. The integrated method is proved to be successful in capturing micro-cracks in underground storage caverns. Local instability, potential unstable zones and micro-crack evolution are analyzed, and cracking mechanisms are also discussed.</description><subject>Caverns</subject><subject>Continuous–Discontinuous Element Method (CDEM)</subject><subject>Excavation unloading</subject><subject>Instability</subject><subject>Mathematical models</subject><subject>Microcracks</subject><subject>Microseismic monitoring</subject><subject>Microseisms</subject><subject>Monitoring</subject><subject>Numerical simulation</subject><subject>Stability</subject><subject>Stability analysis</subject><subject>Underground storage</subject><subject>Underground storage caverns</subject><issn>0886-7798</issn><issn>1878-4364</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2016</creationdate><recordtype>article</recordtype><recordid>eNp9UE1r3TAQFKGFvib9Az3p2IvdlS3bMvRSQr8g0EOSs1jLqxc9bOlVkgPv31fm9dzTDMvM7s4w9lFALUD0n0913lKum8JrEDU08oYdhBpUJdtevmEHUKqvhmFU79j7lE4A0DXNeGDbY8bJLS5fOHpcLsklHizf_EzxGENBHtzCUw4Rj8QNvlL0iU-7nDuf6Rgx08z9tlJ0Bpcyn_nqTAyJXCqEr8G7Ynf-yPF8jgHNyx17a3FJ9OEf3rLn79-e7n9WD79__Lr_-lChlCJX0wQjkYWxnfumBBFoZiMtDRbVCHZo21FMEicpekAwE6h56hC7HqzFEVR7yz5d95azfzZKWa8uGVoW9BS2pIVqOjl0HbRF2lyl--cpktXn6FaMFy1A7x3rk9471nvHGoQuHRfTl6uJSohXR1En48gbml0kk_Uc3P_sfwFZgYlj</recordid><startdate>20160401</startdate><enddate>20160401</enddate><creator>Ma, K.</creator><creator>Tang, C.A.</creator><creator>Wang, L.X.</creator><creator>Tang, D.H.</creator><creator>Zhuang, D.Y.</creator><creator>Zhang, Q.B.</creator><creator>Zhao, J.</creator><general>Elsevier Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope><orcidid>https://orcid.org/0000-0002-1242-4009</orcidid></search><sort><creationdate>20160401</creationdate><title>Stability analysis of underground oil storage caverns by an integrated numerical and microseismic monitoring approach</title><author>Ma, K. ; Tang, C.A. ; Wang, L.X. ; Tang, D.H. ; Zhuang, D.Y. ; Zhang, Q.B. ; Zhao, J.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a441t-bb09eef093d624361acdc4fe7fa890f73391b4ab4160a0cb08db5aa560ffa9083</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2016</creationdate><topic>Caverns</topic><topic>Continuous–Discontinuous Element Method (CDEM)</topic><topic>Excavation unloading</topic><topic>Instability</topic><topic>Mathematical models</topic><topic>Microcracks</topic><topic>Microseismic monitoring</topic><topic>Microseisms</topic><topic>Monitoring</topic><topic>Numerical simulation</topic><topic>Stability</topic><topic>Stability analysis</topic><topic>Underground storage</topic><topic>Underground storage caverns</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Ma, K.</creatorcontrib><creatorcontrib>Tang, C.A.</creatorcontrib><creatorcontrib>Wang, L.X.</creatorcontrib><creatorcontrib>Tang, D.H.</creatorcontrib><creatorcontrib>Zhuang, D.Y.</creatorcontrib><creatorcontrib>Zhang, Q.B.</creatorcontrib><creatorcontrib>Zhao, J.</creatorcontrib><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Tunnelling and underground space technology</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Ma, K.</au><au>Tang, C.A.</au><au>Wang, L.X.</au><au>Tang, D.H.</au><au>Zhuang, D.Y.</au><au>Zhang, Q.B.</au><au>Zhao, J.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Stability analysis of underground oil storage caverns by an integrated numerical and microseismic monitoring approach</atitle><jtitle>Tunnelling and underground space technology</jtitle><date>2016-04-01</date><risdate>2016</risdate><volume>54</volume><spage>81</spage><epage>91</epage><pages>81-91</pages><issn>0886-7798</issn><eissn>1878-4364</eissn><abstract>Underground storage in unlined caverns is of great significance for storing energy resources. Construction of underground storage caverns is an extremely complex process, involving extensive multi-bench excavation and strong unloading. Excavation-induced damage of surrounding rock masses may lead to instability of underground storage caverns. The aim of this paper is to put forward a method by integrating numerical simulation and microseismic monitoring for evaluation of cavern stability. A novel numerical method called Continuous–Discontinuous Element Method (CDEM) is applied to simulate micro-cracks under excavation-induced unloading conditions. Meanwhile, a microseismic (MS) monitoring system is employed to monitor real-time MS events during construction of storage caverns. Numerical results are validated using the monitoring data from the MS monitoring system. The integrated method is proved to be successful in capturing micro-cracks in underground storage caverns. 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subjects | Caverns Continuous–Discontinuous Element Method (CDEM) Excavation unloading Instability Mathematical models Microcracks Microseismic monitoring Microseisms Monitoring Numerical simulation Stability Stability analysis Underground storage Underground storage caverns |
title | Stability analysis of underground oil storage caverns by an integrated numerical and microseismic monitoring approach |
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