低温液化石油气和液化天然气储库及相关岩石力学研究进展

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Abstract Firstly，the construction technology of the low-temperature liquefied petroleum gas(LPG) and low- temperature liquefied natural gas(LNG) underground storage caverns is introduced. The field experiments and theoretical analysis for low-temperature LPG and LNG underground storage caverns engineering are summarized. And the frozen rock mechanics problems related to these engineering are introduced，from the four following reviewed researches：(1) Rock physical properties under low temperature or freeze-thaw cycle；(2) Effect of low-temperature freezing or freeze-thaw cycle on fractures of rock；(3) Moisture migration；(4) The frozen rock mass coupled thermo-hydro-mechanical model under low-temperature freezing condition. Due to the differences of freezing in the laboratory and field conditions，the mechanism of the frozen action to intact rock and rock mass is explored. Moisture migration and temperature filed of frozen rock mass are also considered. The last，the construction technology and stability of LPG and LNG underground storage caverns are discussed.

Key words： rock mechanics LPG and LNG underground storage caverns freezing fractures moisture migration

Received: 29 May 2012

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https://rockmech.whrsm.ac.cn/EN/Y2013/V32/Is2/2977

[1] 潘家华. 我国能源对策和国家石油储备[R]. 北京：中国石油大学，2004.(PAN Jiahua. China?s energy strategy and the national petroleum reserve[R]. Beijing：China University of Petroleum，2004.(in Chinese)) [2] JOO P J，KWON J S，SHIK C Y. Design of Pyongtaek LPG storage terminal underneath Lake Namyang：a case study[J]. Tunnelling and Underground Space Technology，2005，20(5)：463–478. [3] BLINDHEIM O T，BROCH E，GRØV E. Gas storage in unlined rock caverns-norwegian experience over 25 years[J]. Tunnelling and Underground Space Technology，2004，19(4/5)：367–375. [4] DAHLSTRÖM L O，EVANS J. Underground storage of petroleum and natural gases[C]// World Petroleum Congress. [S. l.]：[s. n.]，2002：128–129. [5] Mika. Vest Process Propane Cavern Project，Norway[EB/OL]. http：// www.mika.no/upload/referanselister/westprosesspropanecavern.，2002–07–01. [6] PB-KBB Inc.. Advanced underground gas storage concepts：refrigerated- mined cavern storage[R]. Houston：PB-KBB Inc.，1998. [7] FUJIKAZU S，YUKIO M. Prestressed LNG storage tanks in Japan[J]. Structural Engineering International，1997，7(2)：113–115. [8] CHO Y H，LEE H S，LEE S C，et al. A thermo-mechanical analysis around lined LNG storage cavern[C]// ZHOU Y X ed. Proceeding of the 4th Asian Rock Mechanics Symposium，Rock Mechanics in Underground Construction. Singapore：World Scientific Pub.，Co.，2006：163. [9] NIELAND J D，MELLEGARD K D. Storage of chilled natural gas in bedded salt storage caverns[R]. South Dakota Rapid City：RESPEC，2001. [10] GLAMHEDEN R，LINDBLOM U. Thermal and mechanical behavior of refrigerated caverns in hard rock[J]. Tunnelling and Underground Space Technology，2002，17(4)：341–353. [11] LEE D H，LEE H S，KIM H Y. Measurements and analysis of rock mass responses around a pilot lined rock cavern for LNG underground storage[C]// Pavel Konecny ed. Eurock 2005 - Impact of Human Activity on the Geological Environment. London：Taylor and Francis Group，2005：287–292. [12] CHUNG S K. Thermo-mechanical behavior of rock masses around underground LNG storage cavern[C]// ZHOU Y X ed. Proceedings of the 4th Asian Rock Mechanics Symposium，Rock Mechanics in Underground Construction. Singapore：World Scientific Pub.，Co.，2006：19. [13] YI M J，KIM J H，PARK S G. Investigation of ground condition changes due to cryogenic conditions in an underground LNG storage plant[J]. Exploration Geophysics，2005，36(2)：67–72. [14] CHA S S，LEE J Y，LEE D H，et al. Engineering characterization of hydraulic properties in a pilot rock cavern for underground LNG storage[J]. Engineering Geology，2006，84(3/4)：229–243. [15] LEE H S，LEE D H，KIM H Y，et al. Design criteria for thermo- mechanical stability of rock mass around lined rock cavern for underground LNG storage[J]. Tunnelling and Underground Space Technology，2006，21(3/4)：337. [16] HORI M，MORIHIRO H. Micromechanical analysis on deterioration due to freezing and thawing in porous brittle materials[J]. International Journal of Engineering Science，1998，36(4)：511–522. [17] NEAUPANE K M，YAMABE T，YOSHINAKA R. Simulation of a fully coupled thermo-hydro-mechanical system in freezing and thawing rock[J]. International Journal of Rock Mechanics and Mining Sciences，1999，36(5)：563–580. [18] NEAUPANE K M，YAMABE T，YOSHINAKA R. A fully coupled thermo-hydro-mechanical nonlinear model for a frozen medium[J]. Computers and Geotechnics，2001，28(8)：613–637. [19] MONSEN K，BARTON N. A numerical study of cryogenic storage in underground excavations with emphasis on the rock joint response[J]. International Journal of Rock Mechanics and Mining Sciences，2001，38(7)：1 035–1 045. [20] JEONG W C，WOO S W，LEE H S，et al. Coupled heat transfer and water flow analysis on ice ring formation around a underground LNG storage cavern[C]// XU W Y ed. Proceedings of the Geoproc 2006 International Symposium：The 2nd International Conference on Coupled Thermo-Hydro-Mechanical-Chemical Processes in Geosystems and Engineering. Nanjing：[s. n.]，2006：602–625. [21] 徐彬. 大型低温液化天然气(LNG)地下储气库裂隙围岩的热力耦合断裂损伤分析研究[博士学位论文][D]. 西安：西安理工大学，2008.(XU Bin. Research on thermo-mechanical coupling damage behavior in jointed rock surrounding large-scale rock cavern for refrigerated LNG(liquefied natural gas) storage[Ph. D. Thesis][D]. Xi?an：Xi?an University of Technology. 2008.(in Chinese)) [22] 徐彬，闫娜，李宁，等. 温降对液化石油气储库围岩裂隙开裂影响的数值分析[J]. 岩石力学与工程学报，2011，30(4)：718–726.(XU Bin，YAN Na，LI Ning，et al. Numerical analysis of effect of temperature decreasing on crack of chilled LPG unlined storage cavern[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(4)：718–726.(in Chinese)) [23] LU Ming. Types of underground oil/gas storage caverns and related rock mechanics problems[R]. Beijing：China University of Petroleum，2004. [24] INADA Y，YOKATA K. Some studies of low temperature rock strength[J]. International Journal of Rock Mechanics and Mining Sciences，1984，21(3)：145–153. [25] AOKI K，HIBIYA K，YOSHIDA T. Storage of refrigerated liquefied gases in rock caverns：characteristics of rock under very low temperatures[J]. Tunnelling and Underground Space Technology，1990，5(4)：319–325. [26] YAMABE T，NEAUPANE K M. Determination of some thermo- mechanical properties of Sirahama sandstone under subzero temperature condition[J]. International Journal of Rock Mechanics and Mining Sciences，2001，38(7)：1 029–1 034. [27] DWIVEDI R D，SONI A K，GOEL R K，et al. Fracture toughness of rocks under sub-zero temperature conditions[J]. International Journal of Rock Mechanics and Mining Sciences，2000，37(8)：1 267–1 275. [28] 唐明明，王芝银，孙毅力，等. 低温条件下花岗岩力学特性试验研究[J]. 岩石力学与工程学报，2010，29(4)：787–794.(TANG Mingming，WANG Zhiyin，SUN Yili，et al. Experimental study of mechanical properties of granite under low temperature[J]. Chinese Journal of Rock Mechanics and Engineering，2010，29(4)：787–794. (in Chinese)) [29] PARK C，SYNN J H，SHIN H S，et al. Experimental study on the thermal characteristics of rock at low temperature[J]. International Journal of Rock Mechanics and Mining Sciences，2004，41(3)：81–86. [30] JACOBSSON U. Storage of liquefied gases in unlined refrigerated rock cavern[C]// Proceedings of the 1st International Symposium on Storage in Excavated Rock Caverns. Oxford：Pergamon Press，1977：449–458. [31] 徐光苗，刘泉声. 岩石冻融破坏机制分析及冻融力学试验研究[J]. 岩石力学与工程学报，2005，24(17)：3 076–3 082.(XU Guangmiao，LIU Quansheng. Analysis of mechanism of rock failure due to freeze-thaw cycling and mechanical testing study on frozen-thawed rocks[J]. Chinese Journal of Rock Mechanics and Engineering，2005，24(17)：3 076–3 082.(in Chinese)) [32] MUTLUTÜRK M，ALTINDAG R，TÜRK G. A decay function model for the integrity loss of rock when subjected to recurrent cycles of freezing-thawing and heating-cooling[J]. International Journal of Rock Mechanics and Mining Sciences，2004，41(2)：237–244. [33] YAVUZ H，ALTINDAG R，SARAC S，et al. Estimating the index properties of deteriorated carbonate rocks due to freeze-thaw and thermal shock weathering[J]. International Journal of Rock Mechanics and Mining Sciences，2006，43(5)：767–775. [34] ZHANG S J，LAI Y M，ZHANG X F，et al. Study on the damage propagation of surrounding rock from a cold-region tunnel under freeze-thaw cycle condition[J]. Tunnelling and Underground Space Technology，2004，19(3)：295–302. [35] 刘成禹，何满潮，王树仁，等. 花岗岩低温冻融损伤特性的实验研究[J]. 湖南科技大学学报：自然科学版，2005，20(1)：37–40.(LIU Chengyu，HE Manchao，WANG Shuren，et al. Experimental investigation freeze-thawing damage characteristics of granite at low temperature[J]. Journal of Hunan University of Science and Technology：Natural Science，2005，20(1)：37–40.(in Chinese)) [36] 张继周，缪林昌，杨振峰. 冻融条件下岩石损伤劣化机制和力学特性研究[J]. 岩石力学与工程学报，2008，27(8)：1 688–1 694. (ZHANG Jizhou，MIAO Linchang，YANG Zhenfeng. Research on rock degradation and deterioration mechanisms and mechanical characteristics under cyclic freezing-thawing[J]. Chinese Journal of Rock Mechanics and Engineering，2008，27(8)：1 688–1 694.(in Chinese)) [37] 杨更社，张全胜，蒲毅彬. 冻结温度对岩石细观损伤扩展特性影响研究初探[J]. 岩土力学，2004，25(9)：1 409–1 412.(YANG Gengshe，ZHANG Quansheng，PU Yibin. Preliminary study on meso-damage propagation characteristics of rock under condition of freezing temperature[J]. Rock and Soil Mechanics，2004，25(9)：1 409–1 412. (in Chinese)) [38] 张淑娟，赖远明，苏新民，等. 风火山隧道冻融循环条件下岩石损伤扩展室内模拟研究[J]. 岩石力学与工程学报，2004，23(24)：4 105–4 111.(ZHANG Shujuan，LAI Yuanming，SU Xinmin，et al. A laboratory study on the damage propagation of rocks under freeze- thaw cycle condition[J]. Chinese Journal of Rock Mechanics and Engineering，2004，23(24)：4 105–4 111.(in Chinese)) [39] 杨更社，张全胜，任建喜，等. 冻结速度对铜川砂岩损伤CT数变化规律研究[J]. 岩石力学与工程学报，2004，23(24)：4 099–4 104. (YANG Gengshe，ZHANG Quansheng，REN Jianxi，et al. Study of the effect of freezing rate on the damage CT values of Tongchuan sandstone[J]. Chinese Journal of Rock Mechanics and Engineering，2004，23(24)：4 099–4 104.(in Chinese)) [40] 赖远明，吴紫汪，朱元林，等. 大坂山隧道围岩冻融损伤的CT分析[J]. 冰川冻土，2000，22(3)：206–210.(LAI Yuanming，WU Ziwang，ZHU Yuanlin，et al. CT analysis of frost damage of the surrounding rocks of a tunnel in the Daban Mountain[J]. Journal of Glaciolgy and Geocryology，2000，22(3)：206–210.(in Chinese)) [41] MATSUOKA N. Microgelivation versus macrogelivation：towards bridging the gap between laboratory and field frost weathering[J]. Permafrost Periglacial Processes，2001，12(3)：299–313. [42] DAVIDSON G P，NYE J F. A photoelastic study of ice pressure in rock cracks[J]. Cold Regions Science and Technology，1985，11(2)：141–153. [43] MATSUOKA N. Direct observation of frost wedging in alpine bedrock[J]. Earth Surface Processes and Landforms，2001，26(6)：601–614. [44] 李宁，张平，程国栋. 冻结裂隙砂岩低周循环动力特性试验研究[J]. 自然科学进展，2001，11(11)：1 175–1 180.(LI Ning，ZHANG Ping，CHENG Guodong. Short cycling dynamic testing study of fracturing sandstone at frozen temperature[J]. Progress of Natural Science，2001，11(11)：1 175–1 180.(in Chinese)) [45] 任建喜. 冻结裂隙岩石加卸载破坏机制CT 实时试验[J]. 岩土工程学报，2004，26(5)：641–644.(REN Jianxi. Real-time CT test of damage failure mechanism of frozen cracked rock in loading and unloading condition[J]. Chinese Journal of Geotechnical Engineering，2004，26(5)：641–644.(in Chinese)) [46] 杨更社，张全胜. 冻融环境下岩体细观损伤及水热迁移机理分析[M]. 西安：陕西科学技术出版社，2006：252–253.(YANG Gengshe，ZHANG Quansheng. Analysis for mechanism of rock microscopic damage and moisture-heat transfer under the frost and thaw condition[M]. Xi?an：Shaanxi Science and Technology Press，2006：252–253.(in Chinese)) [47] 陈卫忠，谭贤君，于洪丹，等. 低温及冻融环境下岩体热、水、力特性研究进展与思考[J]. 岩石力学与工程学报，2011，30(7)：1 318–1 336.(CHEN Weizhong，TAN Xianjun，YU Hongdan，et al. Advance and review on thermo-hydro-mechanical characteristics of rock mass under condition of low temperature and freeze-thaw cycles[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(7)：1 318–1 336. (in Chinese)) [48] EVERETT D H. The thermodynamics of frost damage to porous solids[J]. Transactions of the Faraday Society，1961，57(7)：1 541–1 551. [49] JOSEPH W，BERNARO H. A theoretical model of the fracture of rock during freezing[J]. Geological Society of America Bulletin，1985，96(3)：336–346. [50] GILPIN R R. A model for the prediction of ice leasing and frost heave in soils[J]. Water Resources Research，1980，16(5)：918–930. [51] MATSUOKA N. Mechanisms of rock breakdown by frost action：an experimental approach[J]. Cold Regions Science and Technology，1990，17(3)：253–270. [52] 陈飞熊，李宁，程国栋. 饱和正冻土多孔多相介质的理论构架[J]. 岩土工程学报，2002，24(2)：213–217.(CHEN Feixiong，LI Ning，CHENG Guodong. The theoretical frame of multi-phase porous medium for the freezing soil[J]. Chinese Journal of Geotechnical Engineering，2002，24(2)：213–217.(in Chinese)) [53] 陈飞熊，李宁，徐彬. 非饱和正冻土的三场耦合理论框架[J]. 力学学报，2005，37(2)：204–214.(CHEN Feixiong，LI Ning，XU Bin. Theoretical frame for unsaturated freezing soil[J]. Acta Mechanical Sinica，2005，37(2)：204–214.(in Chinese)) [54] 赖远明. 寒区隧道温度场、渗流场和应力场求耦合问题的非线性分析[博士学位论文][D]. 兰州：中国科学院兰州冰川冻土研究所，1999.(LAI Yuanming. Nonlinear analysis for the coupling problem of temperature，seepage and stress fields in cold region tunnels[Ph. D. Thesis]. Lanzhou：Lanzhou Institute of Glaciology and Cryopedology，Chinese Academy of Sciences，1999.(in Chinese)) [55] 张学富. 寒区隧道多场耦合问题的计算模型研究及其有限元分析[博士学位论文][D]. 兰州：中国科学院寒区旱区与环境工程研究所，2004.(ZHANG Xuefu. Computational models study and their finite element analyses for the coupled problems of several fields in cold regions tunnels[Ph. D. Thesis][D]. Lanzhou：Cold and Arid Regions Environmental and Engineering Research Institute，Chinese Academy of Sciences，2004.(in Chinese)) [56] 徐光苗，刘泉声，张秀丽. 冻结温度下岩体THM完全耦合的理论初步分析[J]. 岩石力学与工程学报，2004，23(21)：3 709–3 713. (XU Guangmiao，LIU Quansheng，ZHANG Xiuli. Theoretical analysis on full themo-hydro-mechanical coupling for rocks under freezing temperature[J]. Chinese Journal of Rock Mechanics and Engineering，2004，23(21)：3 709–3 713.(in Chinese)) [57] 张玉军. 模拟冻–融过程中热–水–应力耦合模型及数值分析[J]. 固体力学学报，2009，30(4)：409–415.(ZHANG Yujun. Coupled thermo-hydro-mechanical model and numerical analysis for simulation of freezing-thawing process[J]. Chinese Journal of Solid Mechanics，2009，30(4)：409–415.(in Chinese)) [58] 刘泉声，康永水，刘滨，等. 裂隙岩体水–冰相变及低温温度场–渗流场–应力场耦合研究[J]. 岩石力学与工程学报，2011，30(11)：2 181–2 188.(LIU Quansheng，KANG Yongshui，LIU Bin，et al. Water-ice phase transition and thermo-hydro-mechanical coupling at low temperature in fractured rock[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(11)：2 181–2 188.(in Chinese)) [59] 崔托维奇H A. 冻土力学[M]. 张长庆，朱元林译. 北京：科学出版社出版，1985：109–110.(ЦЫТОВИЧ H A. Mechanics of frozen soil[M].Translated by ZHANG Changqing，ZHU Yuanlin. Beijing：Science Press，1985：109–110.(in Chinese)) [60] GOODALL D C，UTHEIM T，THORBERGSEN E. Back analysis of heat loads on selected thermal storage[C]// NILSEN B，OLSEN J ed. International Conference on Storage of Gases in Rock Caverns. Trondheim：A.A. Balkema，1989：229–236. [61] LEE G S，JEON S W，LEE C I. Prediction of the temperature distribution around a food storage cavern：the analysis of three-dimensional heat transfer in a fractured rock mass[J]. International Journal of Rock Mechanics and Mining Sciences，2004，41(3)：491. [62] SYNN J H，PARK C，PARK Y，et al. Analysis of heat transfer and heat load on underground cold storage cavern[C]// VOUILLE G，BÉREST P ed. Proceedings of the 9th International Congress of International Society of Rock Mechanics. Paris：A.A. Balkema，1999：57–59.