Creep Characteristics of Red Mudstone under Water-Rock Interaction

XIAO Xin-hong, WANG Jing, XIE Xiao-shuai, CHEN Hua-song, ZHOU Jia-wen

Journal of Changjiang River Scientific Research Institute ›› 2020, Vol. 37 ›› Issue (9) : 96-101.

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Journal of Changjiang River Scientific Research Institute ›› 2020, Vol. 37 ›› Issue (9) : 96-101. DOI: 10.11988/ckyyb.20190580
ROCKSOIL ENGINEERING

Creep Characteristics of Red Mudstone under Water-Rock Interaction

  • XIAO Xin-hong1,2,3, WANG Jing4, XIE Xiao-shuai1,2, CHEN Hua-song4, ZHOU Jia-wen1,2
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Abstract

The rheological property of soft rock under water-rock interaction is crucial for the long-term stability of geotechnical projects in real water environment. The creep characteristics of red mudstone in central Yunnan under different stresses and water pressures were studied by means of rock rheological test system under combined action of axial compression and hydraulic pressure. Results unveiled that instantaneous deformation was dominant at low stress level, and the creep curves mainly displayed attenuation and steady stages; accelerated creep stage only appeared at the last stress level. Given the same hydraulic pressure, the instantaneous strain, creep strain and creep rate of mudstone increased with the augment of loading stress; creep characteristics of mudstone are more sensitive to the stress under high water pressure. Under the same stress level, the creep strain, creep rate and the proportion of creep deformation to total deformation of mudstone increased with the climbing of water pressure; such increment intensified under higher stress. The research findings are of engineering significance for ensuring the safety of soft rock project in real water environment.

Key words

red mudstone / creep property / water-rock interaction / combined action of axial compression and hydraulic pressure / rock rheology test

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XIAO Xin-hong, WANG Jing, XIE Xiao-shuai, CHEN Hua-song, ZHOU Jia-wen. Creep Characteristics of Red Mudstone under Water-Rock Interaction[J]. Journal of Changjiang River Scientific Research Institute. 2020, 37(9): 96-101 https://doi.org/10.11988/ckyyb.20190580

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