Influence of the Distance Between Fault Fracture Zone and Cavern on the Stability of Underground Water-sealed Oil Storage Cavern

LIU Peng,ZHAO Qing,CHEN Yi-lei,JIN Wu

Journal of Changjiang River Scientific Research Institute ›› 2018, Vol. 35 ›› Issue (8) : 151-153.

PDF(3976 KB)
PDF(3976 KB)
Journal of Changjiang River Scientific Research Institute ›› 2018, Vol. 35 ›› Issue (8) : 151-153. DOI: 10.11988/ckyyb.20180470
TECHNOLOGY FOR UNDERGROUND WATER-SEALED CAVERN OFZHANJIANG NATIONAL CRUDE OIL STORAGE PROJECT

Influence of the Distance Between Fault Fracture Zone and Cavern on the Stability of Underground Water-sealed Oil Storage Cavern

  • LIU Peng1,ZHAO Qing2,CHEN Yi-lei3,JIN Wu3
Author information +
History +

Abstract

Underground water-sealed caverns are usually excavated in granite and other hard rock masses where defective geological structures such as faults and joints develop well. In an attempt to investigate into the influence of fault fracture zone on the stability of underground cavern, we examined the displacements of surrounding rock and typical sections in FLAC3D with varying distance between fault fracture zone and cavern. The conclusions are as follows: (1) The location of fault fracture zone has great influence on the stability of surrounding rock of adjacent side wall, but has little influence on the stability of surrounding rock of distant side wall; (2) When the distance between fault fracture zone and cavern exceeds half of the cavern span, the influence of fault fracture zone on the stability of surrounding rock can be neglected. The conclusions are of guiding importance for determining the safe distance and selecting the location of such caverns.

Key words

underground water-sealed oil storage cavern / fault fracture zone / FLAC3D / surrounding rock stability / numerical simulation

Cite this article

Download Citations
LIU Peng,ZHAO Qing,CHEN Yi-lei,JIN Wu. Influence of the Distance Between Fault Fracture Zone and Cavern on the Stability of Underground Water-sealed Oil Storage Cavern[J]. Journal of Changjiang River Scientific Research Institute. 2018, 35(8): 151-153 https://doi.org/10.11988/ckyyb.20180470

References

[1] 洪开荣,陈海锋,尤显明,等.大型地下水封洞库修建技术[M].北京:中国铁道出版社,2013.
[2] 洪开荣.地下水封能源洞室修建技术的发展与应用[J].隧道建设,2014,34(3):188-197.
[3] WANG Zhe-chao, LI Shu-cai, QIAO Li-ping. Design and Test Aspects of a Water Curtain System for Underground Oil Storage Caverns in China[J]. Tunnelling and Underground Space Technology, 2015, 48(5): 20-34.
[4] 王成虎,郭啟良,侯砚和,等.地下水封油库场址地应力场及工程稳定性分析研究[J].岩土工程学报,2010,32(5):689-705.
[5] 胡谋鹏,梁久正,许 杰.地下水封储油库围岩稳定性数值分析[J].油气储存,2013,32(4):370-375.
[6] 陈庆怀,温新亮.地下水封储油洞库岩体分级与支护技术研究[J].隧道建设,2016,36(5):518-524.
[7] 陈育民,徐鼎平.FLAC/FLAC3D基础与工程实例[M].2版.北京:中国水利水电出版社,2013.
[8] 北京东方新星石化工程股份有限公司.湛江国家石油储备地下水封洞库工程岩土工程勘察报告[R].北京:北京东方新星石化工程股份有限公司,2010.
[9] 周家文,徐卫亚,李明卫,等.岩石应变软化模型在深埋隧洞数值分析中的应用[J].岩石力学与工程学报,2009,28(6):1116-1127.
[10]周 勇,王 涛,吕 庆,等.基于FLAC3D岩石应变软化模型的研究[J].长江科学院院报,2012,29(5):51-56.
[11]王章琼,晏鄂川,鲁功达,等.我国大陆地下水封洞库库址区地应力场分布规律统计分析[J].岩土力学,2014,35(增1):251-256.
PDF(3976 KB)

Accesses

Citation

Detail

Sections
Recommended

/