Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (S1): 23-34.doi: 10.16285/j.rsm.2020.1418

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Experimental study on grouting method for plugging micro-permeable layer in salt cavern gas storage

LIU Yuan-xi1, 2, LI Yin-ping1, 2, 3, SHI Xi-lin1, 2, ZHAO Kai1, 2   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 2. University of Chinese Academy of Sciences, Beijing 100049, China; 3. Hubei Key Laboratory of Geo-environmental Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China
  • Received:2020-09-21 Revised:2022-02-14 Online:2022-06-30 Published:2022-07-13
  • Supported by:
    This work was supported by the National Natural Science Foundation of China(51874273, 51774266).

Abstract: The salt cavern underground gas storages in China are mostly built in layered salt rock strata with varying permeability. Ensuring good airtightness of the salt cavern gas storages is important. To solve the problem that the “open-hole section” of the wellbore accidentally traverses the micro-permeable layer and causes the airtightness failure of gas storage, a grouting test platform for plugging the micro-permeable layer was independently developed and a feasibility test of grouting plugging was designed based on the geological leakage situation on site. After determining the proportion of slurry with fluidity and filling compactness, an experimental study on plugging cores with ultra-fine cement was conducted. The test results show that the ultra-fine cement can effectively fill the pore and reduce the core permeability. The porosity and permeability of the cores are decreased by about 16% and 95% after the grouting tests. The plugging test data show that the plugging range is in the power function relationship with the grouting time, and the grout flow pattern satisfies the power law flow instead of the Newtonian flow. This study can provide theoretical and experimental basis for the grouting method to plug the micro-permeable layer in salt cavern gas storage, and it is critical for the secondary utilization of similar airtightness failure of the wellbore.

Key words: salt cavern underground gas storage, micro-permeable interlayer, ultra-fine cement, grouting, seepage migration

CLC Number: 

  • TE822
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