Nonlinear softening mechanism of argillaceous slate under water-rock interaction

被引:0
作者
Huang Zhi-gang [1 ,2 ]
Zuo Qing-jun [3 ]
Wu Li [1 ]
Chen Fu-bang [3 ]
Hu Sheng-song [3 ]
Zhu Sheng [3 ]
机构
[1] China Univ Geosci, Fac Engn, Wuhan 430074, Hubei, Peoples R China
[2] Fuzhou Water Supplies Pingtan Divers Dev Co Ltd, Fuzhou 350001, Fujian, Peoples R China
[3] China Three Gorges Univ, Key Lab Geol Hazards Three Gorges Reservoir Area, Minist Educ, Yichang 443002, Hubei, Peoples R China
基金
中国国家自然科学基金;
关键词
argillaceous slate; softening; water-rock interaction; nonlinear dynamic model; MICROMECHANISM; INTERFACE; STRENGTH; SHALE; MODEL;
D O I
10.16285/j.rsm.2020.0105
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The argillaceous slate obviously shows softening characteristics under water-rock interaction. The relationship between the uniaxial compressive strength (UCS), elastic modulus, Poisson's ratio and water absorption time in the softening process of argillaceous slate is analyzed by conducting uniaxial compression tests. The laws of pore generation, expansion and breakthrough in the softening process under water-rock interaction are studied by using the nuclear magnetic resonance (NMR). The relationship between porosity and water absorption time in the softening process is analyzed. The evolution rule of microstructure in the softening process of argillaceous slate under water-rock interaction is analyzed by the scanning electron microscope (SEM). Based on the fractal theory, the change rule of the fractal dimension under different soaking time is studied. The fractal dimension value of pore microstructure, porosity, UCS and elastic modulus are selected as the changes of describing the interaction system of argillaceous slate and water solution by using the nonlinear dynamics theory. The applicability of the model is verified with experimental data. The results show that UCS and elastic modulus decrease with the increase of water absorption time, showing a negative linear correlation, but there is no obvious relationship between the Poisson's ratio and water absorption time. At the early stage of immersion, the water-rock interaction is strong, and the micropores in the slate expand and penetrate to form larger pores, and the porosity increases rapidly. With the increase of water absorption time, the pores in the argillaceous slate are connected with each other to form large pores, which leads to the complex network structure. The fractal dimension of argillaceous slate increases logarithmically and tends to be stable gradually. The results calculated by the nonlinear model are close to the experimental data, which shows that the softening process of argillaceous slate has the obvious nonlinear dynamic characteristics, and the softening law of argillaceous slate under water-rock interaction can be better characterized by the nonlinear dynamic model. The results can provide a reference for the theoretical study of soft rock-water interaction.
引用
收藏
页码:2931 / 2942
页数:12
相关论文
共 20 条
  • [1] [陈福榜 Chen Fubang], 2020, [岩石力学与工程学报, Chinese Journal of Rock Mechanics and Engineering], V39, P126
  • [2] Coates G., 2007, NMR LOGGING PRINCIPL
  • [3] The surface fractal dimension of the soil-pore interface as measured by image analysis
    Dathe, A
    Eins, S
    Niemeyer, J
    Gerold, G
    [J]. GEODERMA, 2001, 103 (1-2) : 203 - 229
  • [4] Water-induced variations in mechanical properties of clay-bearing rocks
    Erguler, Z. A.
    Ulusay, R.
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2009, 46 (02) : 355 - 370
  • [5] Hydrophilic and strength-softening characteristics of calcareous shale in deep mines
    Guo, Hongyun
    He, Manchao
    Sun, Chonghua
    Li, Bing
    Zhang, Feng
    [J]. JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2012, 4 (04) : 344 - 351
  • [6] Guo HY., 2018, CHIN J ROCK MECH ENG, DOI [10.13722/j.cnki.jrme.2017.1178, DOI 10.13722/J.CNKI.JRME.2017.1178]
  • [7] SENSITIVITY OF SANDSTONE STRENGTH AND DEFORMABILITY TO CHANGES IN MOISTURE-CONTENT
    HAWKINS, AB
    MCCONNELL, BJ
    [J]. QUARTERLY JOURNAL OF ENGINEERING GEOLOGY, 1992, 25 (02): : 115 - 130
  • [8] Liu Z, 2011, ROCK SOIL MECH, V32, P661
  • [9] Mao HJ, 2010, ROCK SOIL MECH, V31, P2723
  • [10] A bonded-particle model for rock
    Potyondy, DO
    Cundall, PA
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2004, 41 (08) : 1329 - 1364