Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (9): 2391-2398.doi: 10.16285/j.rsm.2018.0637

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Experimental study of influences of water on mechanical behaviors of argillaceous sandstone under tri-axial compression

ZHOU Hui1, 2, SONG Ming1, 2, ZHANG Chuan-qing1, 2, YANG Fan-jie1, 2, LU Xin-jing3, FANG Hou-guo3, DENG Wei-jie3   

  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. Yellow River Engineering Consulting Co., Ltd., Zhengzhou, Henan 450003, China
  • Received:2018-04-16 Revised:2022-05-27 Online:2022-09-12 Published:2022-09-12
  • Supported by:
    This work was supported by the National Key R&D Program of China(2019YFC0605103, 2019YFC0605104) and the National Program on Key Basic Research Project of China (973 Program) (2014CB046902).

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Abstract: The water softening of argillaceous sandstone in complex stress state will seriously reduce the bearing capacity of surrounding rock, resulting in the increase of failure range and deformation pressure of surrounding rock, and finally seriously threaten the safety of water tunnel during operation. To solve this problem, triaxial tests under different immersion time are carried out to investigate by using argillaceous sandstone from water delivery tunnel of Lanzhou water source project. The results are as follows. As the immersion time prolongs, the sensitivity of peak strength and residual strength to confining pressure decreases gradually. This may be attributed to the fact that the water reduces the sensitivity of peak strength and residual strength to confining pressure to a certain extent. In the early stage of immersion, the decreasing rate of residual strength with immersion time is significantly less than that of peak strength with immersion time, and the softening effect of water on the peak strength of argillaceous sandstone is more remarkable. The peak strength, residual strength and elastic modulus of argillaceous sandstone samples decrease with the increase of immersion time in a negative exponential relationship. With the increase of confining pressure, the influence of immersion time on elastic modulus gradually weakens, and the increase of confining pressure reduces the softening effect of water on the elastic modulus of argillaceous sandstone to a certain extent.

Key words: argillaceous sandstone, water, triaxial compression test, mechanical behaviors

CLC Number: 

  • TU411
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