Stability analysis of underground oil storage caverns by an integrated numerical and microseismic monitoring approach
文献类型:期刊论文
作者 | Ma K(马克); Tang CA(唐春安)![]() ![]() ![]() |
刊名 | TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
![]() |
出版日期 | 2016 |
卷号 | 54页码:81-91 |
关键词 | Underground Storage Caverns Continuous-discontinuous Element Method (Cdem) Numerical Simulation Microseismic Monitoring Stability Analysis Excavation Unloading |
ISSN号 | 0886-7798 |
DOI | 10.1016/j.tust.2016.01.024 |
产权排序 | [Ma, K.; Tang, D. H.] Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China; [Ma, K.] Dalian Mechsoft Co Ltd, Dalian 116600, Liaoning, Peoples R China; [Tang, C. A.; Zhuang, D. Y.] Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Liaoning, Peoples R China; [Wang, L. X.] Inst Appl Phys & Computat Math, CAEP Software Ctr High Performance Numer Simulat, Beijing 100088, Peoples R China; [Zhang, Q. B.; Zhao, J.] Monash Univ, Dept Civil Engn, Clayton, Vic 3800, Australia |
文献子类 | 期刊论文 |
英文摘要 | 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. (C) 2016 Elsevier Ltd. All rights reserved. |
分类号 | 二类 |
URL标识 | 查看原文 |
WOS关键词 | Underground storage caverns ; Continuous-Discontinuous Element Method (CDEM) ; Numerical simulation ; Microseismic monitoring ; Stability analysis ; Excavation unloading |
WOS研究方向 | Construction & Building Technology ; Engineering |
语种 | 英语 |
WOS记录号 | WOS:000372679400009 |
资助机构 | The authors are grateful for the financial support from the National Natural Science Foundation of China (Grant No. 51504233), the China Post Doctoral Fund Project (Grant No. 2015M571137) and the National Basic Research Program of China (973 Program, Grant No. 2014CB047100). |
源URL | [http://dspace.imech.ac.cn/handle/311007/59583] ![]() |
专题 | 力学研究所_流固耦合系统力学重点实验室(2012-) |
通讯作者 | Zhang, QB (reprint author), Monash Univ, Dept Civil Engn, Clayton, Vic 3800, Australia. |
推荐引用方式 GB/T 7714 | Ma K,Tang CA,Wang LX,et al. Stability analysis of underground oil storage caverns by an integrated numerical and microseismic monitoring approach[J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY,2016,54:81-91. |
APA | Ma K.,Tang CA.,Wang LX.,Tang DH.,Zhuang DY.,...&Zhang, QB .(2016).Stability analysis of underground oil storage caverns by an integrated numerical and microseismic monitoring approach.TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY,54,81-91. |
MLA | Ma K,et al."Stability analysis of underground oil storage caverns by an integrated numerical and microseismic monitoring approach".TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY 54(2016):81-91. |
入库方式: OAI收割
来源:力学研究所
浏览0
下载0
收藏0
其他版本
除非特别说明,本系统中所有内容都受版权保护,并保留所有权利。