Rock and Soil Mechanics ›› 2019, Vol. 40 ›› Issue (9): 3344-3350.doi: 10.16285/j.rsm.2018.0989

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Mechanism of the effect of long-term water injection on mechanical properties of tight sandstone

ZHAO Bo1, ZHANG Guang-qing1, TANG Mei-rong2, ZHUANG Jian-man1, LIN Can-kun1   

  1. 1. College of Petroleum Engineering, China University of Petroleum, Beijing, 102249, China; 2. Oil & Gas Technology Research Institute, Changqing Oilfield Company, Xi’an, Shannxi 710018, China
  • Received:2018-06-11 Online:2019-09-10 Published:2019-09-03
  • Supported by:
    This work was supported by the National Natural Science Foundation of China(51774299) and the Major National Science and Technology Program of the 13th Five-Year Plan(2016ZX05050, 2017ZX05069).

Abstract: Water injection is an important means to increase the production of tight sandstone reservoirs, which is widely used in tight oil and gas exploration. However, long-term water injection changes the physical and mechanical properties of formation rocks and further affects the production of oil wells. Comparison experiments were carried out on the same formation cores with water injection for 15 years and without water injection to explore the microscopic mechanism of the effect. The differences of elastic mechanics parameters, mineral composition and microscopic structure of the formation rocks before and after water injection were obtained through experiments. After the long-time water injection, the mineral composition and internal structure of rock were changed. Especially the loss of clay minerals in the form of cement and fillers caused a decrease in the cohesion among the rock particles and an increase in the porosity. After long-time water injection, clay minerals and calcite content decreased, the fillers and cements between rocks particles reduced, the small pores developed into large pores. Thus, the mechanical properties of sandstone were weakened and the deformation capacity increased.

Key words: tight sandstones, water injection, weaknening, mineral composition, microstructure

CLC Number: 

  • TE 311
[1] ZHAO Yi-qing, WU Chang-gui, JIN Ai-bing, SUN Hao, . Experimental study of sandstone microstructure and mechanical properties under high temperature [J]. Rock and Soil Mechanics, 2020, 41(7): 2233-2240.
[2] ZHU Nan, LIU Chun-yuan, ZHAO Xian-hui, WANG Wen-jing, . Micro-structure characteristics of structured clay under different stress paths in K0 consolidated drained tests [J]. Rock and Soil Mechanics, 2020, 41(6): 1899-1910.
[3] DU Yu-xiang, SHENG Qian, WANG Shuai, FU Xiao-dong, LUO Hong-xing, TIAN Ming, WANG Li-wei, MEI Hong-ru. Study of microstructure and mechanical properties of semi-diagenetic rock of Xigeda Formation [J]. Rock and Soil Mechanics, 2020, 41(4): 1247-1258.
[4] ZHANG Shan-kai, LENG Xian-lun, SHENG Qian, . Study of water swelling and softening characteristics of expansive rock [J]. Rock and Soil Mechanics, 2020, 41(2): 561-570.
[5] XU Yun-shan, SUN De-an, ZENG Zhao-tian, LÜ Hai-bo, . Temperature effect on thermal conductivity of bentonites [J]. Rock and Soil Mechanics, 2020, 41(1): 39-45.
[6] LEI Hua-yang, HU Yao, LEI Shuang-hua, QI Zi-yang, XU Ying-gang, . Analysis of microstructure characteristics of air-booster vacuum preloading for ultra-soft dredger fills [J]. Rock and Soil Mechanics, 2019, 40(S1): 32-40.
[7] DENG Hua-feng, ZHI Yong-yan, DUAN Ling-ling, PAN Deng, LI Jian-lin. Mechanical properties of sandstone and damage evolution of microstructure under water-rock interaction [J]. Rock and Soil Mechanics, 2019, 40(9): 3447-3456.
[8] YIN Xiao-meng, YAN E-chuan, WANG Lu-nan, CHEN Li, . Quantitative microstructure information extraction and microscopic morphology analysis of anisotropic schist [J]. Rock and Soil Mechanics, 2019, 40(7): 2617-2627.
[9] YIN Xiao-meng, YAN E-chuan, WANG Lu-nan, WANG Yan-chao, . Effect of water and microstructure on wave velocity anisotropy of schist and its mechanism [J]. Rock and Soil Mechanics, 2019, 40(6): 2221-2230.
[10] JIANG Qiang-qiang, LIU Lu-lu, JIAO Yu-yong, WANG Hao, . Strength properties and microstructure characteristics of slip zone soil subjected to wetting-drying cycles [J]. Rock and Soil Mechanics, 2019, 40(3): 1005-1012.
[11] WANG Deng-ke, SUN Liu-tao, WEI Jian-ping, . Microstructure evolution and fracturing mechanism of coal under thermal shock [J]. Rock and Soil Mechanics, 2019, 40(2): 529-538.
[12] LI Ming-yu, SUN Wen-jing. Water retention behaviour of biochar-amended clay and its influencing mechanism [J]. Rock and Soil Mechanics, 2019, 40(12): 4722-4730.
[13] FEI Suo-zhu, TAN Xiao-hui, SUN Zhi-hao, DU Lin-feng. Analysis of autocorrelation distance of soil based on microstructure simulation [J]. Rock and Soil Mechanics, 2019, 40(12): 4751-4758.
[14] LIANG Wei-yun, WEI Chang-fu, YAN Rong-tao, YANG De-huan. Microstructure and compression characteristics of NaCl solutions saturated expansive soil [J]. Rock and Soil Mechanics, 2019, 40(12): 4759-4766.
[15] WANG Dong-wei, LU Wu-ping, TANG Chao-sheng, ZHAO Hong-wei, LI Sheng-jie, LIN Luan, LENG Ting, . Sample preparation technique and microstructure quantification method for sandy soil [J]. Rock and Soil Mechanics, 2019, 40(12): 4783-4792.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!