基于极限分析上限定理的压气储能洞室抗隆起破坏准则

doi:10.13722/j.cnki.jrme.2022.0018

Abstract
Figure/Table
References (0)
Related Citation (15)

Download: PDF (678 KB) HTML (1 KB)
Export: BibTeX | EndNote (RIS)

Abstract To investigate the uplift patterns of underground lined rock caverns for compressed air energy storage (CAES) under the action of high gas internal pressure，based on upper bound theorem of limit analysis，uplift failure function f(x) and limit internal pressure pu are derived under the assumption that the rock mass obeys the associated Hoek-Brown criterion. Considering the thermodynamic response laws of CAES caverns，an anti-uplift failure criterion is established. A sensitive analysis on the parameters affecting the failure function f(x) is performed. Research results indicate that the uplift failure function f(x) of CAES caverns is a typical power function，which is mainly related to the rock uniaxial compressive strength ，Hoek-Brown empirical parameters A and B，and the buried depth H. The slope of f(x) gradually decreases as and A increase，while gradually increases as parameter B increases. The limit internal pressure pu is closely related to the failure mechanism function f(x). The limit internal pressure pu increases as the parameters ，A and H increase. However，as parameter B increases，the limit internal pressure pu decreases gradually. Compared with existing anti-uplift criterion of CAES caverns，the calculation method proposed in this paper fully considers the influence of rock mass strength parameters and failure patterns. Therefore，the use of this new criterion will greatly reduce the buried depth of the cavern to resist uplift failure under the premise of safety. As a result，the construction cost for CAES caverns will decrease greatly，which is conducive to promotion and application of CAES technology.

Key words： underground engineering upper bound theorem of limit analysis Hoek-Brown strength criterion compressed air energy storage uplift failure

	Service

	E-mail this article
	Add to my bookshelf
	Add to citation manager
	E-mail Alert
	RSS
	Articles by authors
	XU Yingjun1
	XIA Caichu2
	ZHOU Shuwei1
	ZHAO Haiou3
	XUE Xiaodai4

Cite this article:

XU Yingjun1,XIA Caichu2,ZHOU Shuwei1, et al. Anti-uplift failure criterion of caverns for compressed air energy storage based on the upper bound theorem of limit analysis[J]. , 2022, 41(10): 1971-1981.

URL:

https://rockmech.whrsm.ac.cn/EN/10.13722/j.cnki.jrme.2022.0018 OR https://rockmech.whrsm.ac.cn/EN/Y2022/V41/I10/1971

[1] 余国，姜学峰，戴家权，等.“双碳”目标下中国能源发展与能源安全若干问题思考[J]. 国际石油经济，2021，29(11)：1–8.(YU Guo，JIANG Xuefeng，DAI Jiaquan，et al. Thoughts of China?s energy development and energy security under the“dual carbon”goal[J]. International Petroleum Economics，2021，29(11)：1–8.(in Chinese)) [2] KOOHI-FAYEGH S，R M A. A review of energy storage types，applications and recent developments[J]. Journal of Energy Storage，2020，27：101047. [3] MAHLIA T M I，SAKTISAHDAN T J，JANNIGAR A，et al. A review of available methods and development on energy storage; technology update[J]. Renewable and Sustainable Energy Reviews，2014，33：532–545. [4] EVANS A，STREZOV V，EVANS T J. Assessment of utility energy storage options for increased renewable energy penetration[J]. Renewable and Sustainable Energy Reviews，2012，16(6)：4 141– 4 147. [5] MELIKOGLU M. Pumped hydroelectric energy storage：Analysing global development and assessing potential applications in Turkey based on Vision 2023 hydroelectricity wind and solar energy targets[J]. Renewable and Sustainable Energy Reviews，2017，72：146–153. [6] BUDT M，WOLF D，SPAN R，et al. A review on compressed air energy storage：Basic principles，past milestones and recent developments[J]. Applied Energy，2016，170(15)：250–268. [7] 张新敬，陈海生，刘金超，等. 压缩空气储能技术研究进展[J]. 储能科学与技术，2012，1(1)：26–40.(ZHANG Xinjing，CHEN Haisheng，LIU Jinchao，et al. Research progress in compressed air energy storage system：A review[J]. Energy Storage Science and Technology，2012，1(1)：26–40.(in Chinese)) [8] 陈海生，刘金超，郭欢，等. 压缩空气储能技术原理[J]. 储能科学与技术，2013，2(2)：146–151.(CHEN Haisheng，LIU Jinchao，GUO Huan，et al. Technical principle of compressed air energy storage system[J]. Energy Storage Science and Technology，2013，2(2)：146–151.(in Chinese)) [9] RAJU M，KHAITAN S K. Modeling and simulation of compressed air storage in caverns：A case study of the Huntorf plant[J]. Applied Energy，2012，89(1)：474–481. [10] GUO C，PAN L，ZHANG K，et al. Comparison of compressed air energy storage process in aquifers and caverns based on the Huntorf CAES plant[J]. Applied Energy，2016，181：342–356. [11] TONG Z，CHENG Z，TONG S. A review on the development of compressed air energy storage in China：Technical and economic challenges to commercialization[J]. Renewable and Sustainable Energy Reviews，2021，135：110178. [12] IBRAHIM H，YOUNES R，LLINCA A，et al. Study and design of a hybrid wind-diesel-compressed air energy storage system for remote areas[J]. Applied Energy，2010，87(5)：1 749–1 762. [13] VENKATARAMANI G，PARANKUSAM P，RAMALINGAM V，et al. A review on compressed air energy storage—A pathway for smart grid and polygeneration[J]. Renewable and Sustainable Energy Reviews，2016，62：895–907. [14] KIM H M，RUTQVIST J，JEONG J，et al. Characterizing excavation damaged zone and stability of pressurized lined rock caverns for underground compressed air energy storage[J]. Rock Mechanics and Rock Engineering，2013，45(5)：1 113–1 124. [15] 周舒威，夏才初，张平阳，等. 地下压气储能圆形内衬洞室内压和温度引起应力计算[J]. 岩土工程学报，2014，36(11)：2 025– 2 035.(ZHOU Shuwei，XIA Caichu，ZHANG Pingyang，et al. Analytical approach for stress induced by internal pressure and temperature of underground compressed air energy storage in a circular lined rock cavern[J]. Chinese Journal of Geotechnical Engineering，2014，36(11)：2 025–2 035.(in Chinese)) [16] 夏才初，张平阳，周舒威，等. 大规模压气储能洞室稳定性和洞周应变分析[J]. 岩土力学，2014，35(5)：1 391–1 398.(XIA Caichu，ZHANG Pingyang，ZHOU Shuwei，et al. Stability and tangential strain analysis of large-scale compressed air energy storage cavern[J]. Rock and Soil Mechanics，2014，35(5)：1 391–1 398. (in Chinese)) [17] BASNET C B，PANTHI K K. Analysis of unlined pressure shafts and tunnels of selected Norwegian hydropower projects[J]. Journal of Rock Mechanics and Geotechnical Engineering，2018，10(3)：486–512. [18] 蔡晓鸿，蔡勇平. 水工压力隧洞结构应力计算[M]. 北京：中国水利水电出版社，2004：40–48.(CAI Xiaohong，CAI Yongping. Stress calculation of hydraulic pressure tunnel[M]. Beijing：China Water and Power Press，2004：40–48.(in Chinese)) [19] KIM H M，PARK D，RYU D，et al. Parametric sensitivity analysis of ground uplift above pressurized underground rock caverns[J]. Engineering Geology，2012，135–136：60–65. [20] CARRANZA-TORRES C，FOSNACHT D，HUDAK G. Geomechanical analysis of the stability conditions of shallow cavities for compressed air energy storage(CAES) applications[J]. Geomechanics and Geophysics for Geo-Energy and Geo-Resources，2017，3(2)：131–174. [21] FRALDI M，GUARRACINO F. Limit analysis of collapse mechanisms in cavities and tunnels according to the Hoek–Brown failure criterion[J]. International Journal of Rock Mechanics and Mining Sciences，2009，46(4)：665–673. [22] YANG X L，HUANG F. Collapse mechanism of shallow tunnel based on nonlinear Hoek-Brown failure criterion[J]. Tunnelling and Underground Space Technology，2011，26(6)：686–691. [23] 黄阜，杨小礼，赵炼恒，等. 基于Hoek-Brown破坏准则的浅埋条形锚板抗拔力上限分析[J]. 岩土力学，2012，33(1)：179–184.(HUANG Fu，YANG Xiaoli，ZHAO Lianheng，et al. Upper bound solution of ultimate pullout capacity of strip plate anchor based on Hoek-Brown failure criterion[J]. Rock and Soil Mechanics，2012，33(1)：179–184.(in Chinese)) [24] LIU Z Z，CAO P，LIN H，et al. Three-dimensional upper bound limit analysis of underground cavities using nonlinear Baker failure criterion[J]. Transactions of Nonferrous Metals Society of China，2020，30(7)：1 916–1 927. [25] 李亮，曾中林，王志斌，等. 基于Hoek-Brown破坏准则的岩溶区圆形基础下伏孔洞冲切破坏上限分析[J]. 中南大学学报：自然科学版，2020，51(1)：134–144.(LI Liang，ZENG Zhonglin，WANG Zhibin，et al. Upper bound punching failure analysis of circular foundation overlying a cave in Karst area based on the Hoek-Brown failure criterion[J]. Journal of Central South University：Science and Technology，2020，51(1)：134–144.(in Chinese)) [26] 朱合华，张琦，章连洋. Hoek-Brown强度准则研究进展与应用综述[J]. 岩石力学与工程学报，2013，32(10)：1 945–1 963.(ZHU Hehua，ZHANG Qi，ZHANG Lianyang. Review of research progresses and applications of Hoek-Brown strength criterion[J]. Chinese Journal of Rock Mechanics and Engineering，2013，32(10)：1 945–1 963. (in Chinese)) [27] HOEK E，BROWN E T. Practical estimates of rock mass[J]. International Journal of Rock Mechanics and Mining Sciences，1997，34(8)：1 165–1 186.