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Geo-mechanical Model Testing for Stability of Underground Gas Storage in Halite During the Operational Period

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Abstract

A 3D geo-mechanical model test is conducted to study the stability of underground gas storage in halite, modeled after the Jintan gas storage constructed in bedded salt rock in China. A testing apparatus is developed to generate long-term stable trapezoid geostresses onto the model cavity, corresponding to the actual gas storage cavern. The time-depending character of the material is simulated using a rheological material, which was tested using a self-developed apparatus. The model cavern is built using an ellipsoid wooden mold divided into small blocks which are assembled and placed into the designed position during the model construction. They are then pulled out one by one to form the cavern. The ellipsoid cavern wall is then lined within a latex balloon. Gas is injected into the cavity and extracted to simulate the operational process of gas injection and recovery. Optical sensors embedded into the model to measure the displacement around the cavity showed that the largest deformation occurs in the middle section of the cavity. The deformation rate increases with increasing gas pressure. At 11 MPa the cavity is in equilibrium with the geostress. The pressure is highest during the gas recovery stages, indicating that gas recovery can threaten the cavern’s operational stability, while high gas injection causes rock mass compression and deformation outward from the cavern. The deformation is the combination of cavern convergence and gas-induced rebound which leads to tensile and compression during gas injection and recovery. Hence, the fatigue properties of salt rock should be studied further.

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References

  • Alkan H, Cinar Y, Pusch G (2007) Rock salt dilatancy boundary from combined acoustic emission and triaxial compression tests. Int J Rock Mech Min Sci 44:108–119

    Article  Google Scholar 

  • Bakhtar K (1997) Impact of joints and discontinuities on the blast-response of responding tunnels studied underp hysical modeling at 1-g. Int J Rock Mech Min Sci 34(3–4) (Paper021)

  • Bérest P, Brouard B (2003) Safety of salt caverns used for underground storage blow out; mechanical instability; seepage; cavern abandonment. Oil Gas Sci Technol 58(3):361–384

    Article  Google Scholar 

  • Cai M, Kaiser PK, Morioka H, Minami M, Maejima T, Tasaka Y et al (2007) FLAC/PFC coupled numerical simulation of A Enlarge-scale underground excavations. Int J Rock Mech Min Sci 44(4):550–564

    Article  Google Scholar 

  • Castro R, Trueman R, Halim A (2007) A study of isolated drawzones in block caving mines by means of alarge 3D physical model. Int J Rock Mech Min Sci 44(6):860–870

    Article  Google Scholar 

  • Chan KS, Munson DE, Bonder SR (1998) Recovery and healing of damage in WIPP salt. Int J Dam Mech 7(4):143–166

    Article  Google Scholar 

  • Cundall PA (1988) Formulation of a three-dimensional distinct element model—part I. A scheme to detect and represent contacts in a system composed of many polyhedral blocks. Int J Rock Mech Min Sci 25(3):107–116

    Article  Google Scholar 

  • DeVries KL, Mellegard KD, Callahan GD, Goodman WM (2005). Cavern roof stability for natural gas storage in bedded salts. Final report. Pittsburgh: National Energy Technology Laboratory, United States Department of Energy

  • Dreyer WE (1969)Geomechanische untersuchungen an kavernen in steinsalz und schlussfolgerungen fiir die unterirdische gasspeichernng [J]. Bergakademie 21:404–412

  • Fumagalli E (1979) Geomechanical model of the dam foundation. ISRM Geomechanical Model of the International Symposium, Bergamo

    Google Scholar 

  • Hendron A J, Engeling P, AiyerAK, etal (1972). Geo-mechanical model study of the behavior of underground openings in rock subjected to static loads (report 3)—tests on lined openings in jointed and intact rock

  • Heuer R E, Hendron A J (1971). Geo-mechanical model study of the behavior of underground openings in rocks ubjected to static loads (report2)—tests on unlined openingsinintactrock

  • Hou Z (2003) Mechanical and hydraulic behavior of rock salt in the excavation disturbed zone around underground facilities. Int J Rock Mech Min Sci 40(1):725–738

    Article  Google Scholar 

  • Hunsche U (1981) Fracture experiments on cubic rock salt samples. In: Proceedings of the first international mechanical behavior of salt conference, Pennsylvania; 9–11 November. pp 169–79

  • Li ZK, Lu DR, Zhong S Y, Xi J H, Sun J S (2003). Development and application of new technology for 3D geomechanics model test of large underground houses. Chin J Rock Mech Eng 22(9):1430–1436 [in Chinese]

  • Li YP, Yang CH, Daemen JJK (2009) A new Cosserat-like constitutive model for bedded salt rocks. Int J Numer Anal Meth Geomech 33(15):1691–1720

    Article  Google Scholar 

  • Li Y, Liu W, Yang C (2014) Experimental investigation of mechanical behavior of bedded rock salt containing inclined interlayer. Int J Rock Mech Min Sci 69:39–49

    Google Scholar 

  • Liang WG, Yang CH, Zhao YS (2007) Experimental investigation of mechanical properties of bedded salt rock. Int J Rock Mech Min Sci 44:400–411

    Article  Google Scholar 

  • Liu J, Feng XT, Ding XL, Zhang J, Yue DM (2003) Stability assessment of the Three-Gorges Dam foundation, China, using physical and numerical modeling—Part I: physical model tests. Int J Rock Mech Min Sci 40:609–631

    Article  Google Scholar 

  • Liu YR, Guan FH, Yang Q (2013). Geomechanical model test for stability analysis of high arch dam based on small blocks masonry technique. Int J of Rock Mech Mining Sci 61:231–243

  • Meguid MA, Saada O, Nunes MA, Mattar J (2008) Physical modeling of tunnels in soft ground: are view. Tunnelling Undergr Space Tech 23(2):185–198

    Article  Google Scholar 

  • Peach CJ (1990). Influence of deformation on the fluid transport properties of rock salts [PhD thesis]. University of Utrecht

  • Peng L, Weiyuan Z, Hongyuan L (2015) Experimental Study on Cracking, Reinforcement, and Overall Stability of the Xiaowan Super-High Arch Dam. Rock Mech Rock Eng 48:819–841

    Article  Google Scholar 

  • Shin JH, Choi YK, Kwon OY, Lee SD (2008) Model testing for pipe-reinforced tunnel heading in a granular soil. Tunnelling Undergr Space Tech 23(3):241–250

    Article  Google Scholar 

  • Simpson B (1970) Modelling materials for engineering rock mechanics. Int J Rock Mech Min Sci 7:77–121

    Article  Google Scholar 

  • Spiers CJ, Peach CJ, Brzesowsky RH, Schutjens PM, Liezenberg JL, Zwart HJ (1989) Long term rheological and transport properties of dry and wet salt rocks. Final report. Utrecht: Nuclear Science and Technology, Commission of the European Communities. EUR 11848 EN

  • Stormont JC, Daemen JJK (1992) Laboratory study of gas permeability changes in rock salt during deformation. Int J Rock Mech Min Sci 29(2):325–342

    Article  Google Scholar 

  • Weishen Z, Yong L, Shucai L, Shugang W, Qianbing Z (2011) Quasi-three-dimensional physical model tests on a cavern complex under high in situ stresses. Int J Rock Mech Min Sci 48(2):199–209

    Article  Google Scholar 

  • Wu JH, Ohnishi Y, Nishiyama S (2004) Simulation of the mechanical behavior of inclined jointed rockmasses during tunnel construction using discontinuous deformation analysis (DDA). Int J Rock Mech Min Sci 41(5):731–743

    Article  Google Scholar 

  • Xu SG, Liang WG, Jiang Mo, et al (2009) Influence of weak mudstone intercalated layer on mechanical properties of laminated salt rock. Chin J Under Spac Eng 10:878–883

  • Yinping L, Wei L, Chunhe Y (2014). Experimental investigation of mechanical behavior of bedded rock salt containing inclined interlayer. Int J Rock Mechan Min Sci 69:39–49

  • Yuan C, Lin Z, Yang B (2015) Geomechanical model test on dam stability and application to Jinping High arch dam. Int J Rock Mech Mining Sci 76:1–9

    Article  Google Scholar 

Download references

Acknowledgments

This work was supported by the National Natural Science Foundation of China (Grant No. 51209074 and 51579082). The authors are deeply grateful for the support.

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Correspondence to Xuguang Chen.

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Chen, X., Zhang, Q., Li, S. et al. Geo-mechanical Model Testing for Stability of Underground Gas Storage in Halite During the Operational Period. Rock Mech Rock Eng 49, 2795–2809 (2016). https://doi.org/10.1007/s00603-016-0940-1

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  • DOI: https://doi.org/10.1007/s00603-016-0940-1

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