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
[1] RAN Long-zhou, YUAN Song, WANG Xi-bao, ZHANG Ting-biao, LIU De-jun, LI Liang-pu, . Calculation method for surrounding rock pressure in deep-buried tunnels using shield tunnel boring machine method considering the interaction among surrounding rock-shield body-grouting material-lining segments [J]. Rock and Soil Mechanics, 2025, 46(S1): 366-376.
[2] HUANG Da-wei, LU Wen-jian, LUO Wen-jun, YU Jue, . An experimental study on the influence of synchronous grouting during shield tunnel construction on vertical displacement and surrounding earth pressure in sandy soil [J]. Rock and Soil Mechanics, 2025, 46(9): 2837-2846.
[3] WANG Chang-hong, CAI De-yong, HU Zi-xuan, YANG Tian-xiao. Uplift mechanism and calculation method of constrained grouting pile under disturbed conditions [J]. Rock and Soil Mechanics, 2025, 46(9): 2980-2994.
[4] GAO Shuai, REN Fu-qiang, CHANG Yuan. Investigation of slurry flow characteristics during the prefabricated single fracture sandstone grouting [J]. Rock and Soil Mechanics, 2025, 46(8): 2505-2515.
[5] QI Kai, WAN Zhi-hui, DAI Guo-liang, HU Tao, ZHOU Feng, ZHANG Peng, . Mechanical properties and microscopic mechanisms of calcareous sand solidified with different grouting materials [J]. Rock and Soil Mechanics, 2025, 46(6): 1825-1838.
[6] DU Hai-long, JIN Ai-bing, QIN Wen-jing, SHANG Rui-hao, WANG Chuang-jiang, MA Sai, . Mechanical properties and damage characteristics of cement grouted coal and rock under uniaxial compression [J]. Rock and Soil Mechanics, 2025, 46(5): 1521-1533.
[7] QIAO Long-quan, CHANG Ju-cai, YAN Liang-huan, QI Chao, SHI Wen-bao, . Fracture propagation characteristics of true triaxial splitting grouting in soft rock-like materials [J]. Rock and Soil Mechanics, 2025, 46(3): 833-850.
[8] LI Bo, LIU Rong-rong, ZOU Liang-chao, . Theoretical, experimental and numerical analysis of fundamental flow laws of grout in single rock fractures [J]. Rock and Soil Mechanics, 2024, 45(S1): 751-760.
[9] HUANG Da-wei, LIU Jia-xuan, TAN Man-sheng, DENG Xiang-hao, HUANG Yong-liang, WENG You-hua, CHEN Sheng-ping. Scaled model test on interaction between a shield tunnel and ground [J]. Rock and Soil Mechanics, 2024, 45(S1): 371-381.
[10] ZHOU Yu-liang, HOU Gong-yu, LI Sheng-sheng, HE Wen, YANG Xue, ZHAO Qing-ru, HUANG Jia-ming, . Experimental study on excavation unloading response of fractured rock-like grouting curtain sample for vertical shaft [J]. Rock and Soil Mechanics, 2024, 45(S1): 391-404.
[11] LI Xiao-long, ZHAO Ze-xin, CHEN Kun-yang, MA Peng, CHEN Can, ZHONG Yan-hui, ZHANG Bei, . Simulation study on polymer compaction fracture grouting considering chemical reactions [J]. Rock and Soil Mechanics, 2024, 45(9): 2823-2838.
[12] WANG Qiu-yi, ZHANG Hai-tao, ZHANG Jin-jiang, XU Hua, WANG Qing-hua, XU Jin-song, . Pre-strengthening of composite structure of horizontal high-pressure jet grouting pile in tertiary semi-diagenetic water-rich sandstone tunnel [J]. Rock and Soil Mechanics, 2024, 45(8): 2462-2473.
[13] WANG Jun, JIN Tian, QIN Wei, ZHANG Feng, CAI Ying, . Experimental study of post-grouting effect of piles installed in inhomogeneous pebble bearing layer [J]. Rock and Soil Mechanics, 2024, 45(5): 1321-1333.
[14] WANG Chang-hong, YANG Tian-xiao, MA Cheng-tao, SHEN Yang . Calculation of uplift capacity of steel pipe pile with constrained grouting [J]. Rock and Soil Mechanics, 2024, 45(3): 846-856.
[15] YANG Tai-hua, HUANG You-qi, LIU Bin, KANG Yong-shui, GENG Zhi, ZHOU Xiu-bin, . Experimental investigation on shear mechanical behaviour of joints with sandy fillings [J]. Rock and Soil Mechanics, 2024, 45(12): 3645-3657.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!