共 19 条
- [1] HU Shaohua, ZHANG Guang, ZHAO Shunli, Et al., Laboratory tests on deformation characteristics of thermally treated Beishan granite under high pore water pressure, Chinese Journal of Geotechnical Engineering, 38, pp. 330-335, (2016)
- [2] XU Jiang, YANG Hongwei, PENG Shoujian, Et al., Experimental study of mechanical property of sandstone under pore water pressure and confining pressure, Chinese Journal of Rock Mechanics and Engineering, 29, 8, pp. 1618-1623, (2010)
- [3] PENG Jun, RONG Guan, ZHOU Chuangbing, Et al., Experimental study of effect of water pressure on progressive failure process of rocks under compression, Rock and Soil Mechanics, 34, 4, pp. 941-946, (2013)
- [4] WU Jiangyu, FENG Meimei, ZHANG Wenli, Et al., Confining pressure and pore pressure effect on the energy dissipation of water- saturated sandstone, Journal of Basic Science and Engineering, 27, 1, pp. 185-198, (2019)
- [5] TANG Hao, LI Tianbin, CHEN Guoqing, Et al., Triaxial unloading tests on rupture characteristics of sandstone under hydro-mechanical coupling conditions, Chinese Journal of Geotechnical Engineering, 37, 3, pp. 519-525, (2015)
- [6] DENG Huafeng, WANG Zhe, LI Jianlin, Et al., Effect of unloading rate and pore water pressure on mechanical properties of sandstone, Chinese Journal of Geotechnical Engineering, 39, 11, pp. 1976-1983, (2017)
- [7] WEI Lide, XU Weiya, YANG Chunhe, Et al., Statistical damage constitutive model for saturated and unsaturated rock, Chinese Journal of Rock Mechanics and Engineering, 23, pp. 4285-4291, (2004)
- [8] WANG Wei, TIAN Zhenyuan, ZHU Qizhi, Et al., Study of statistical damage constitutive model for rock considering pore water pressure, Chinese Journal of Rock Mechanics and Engineering, 34, pp. 3676-3682, (2015)
- [9] YANG Tianhong, TANG Chun'an, FENG Qiyan, Numerical simulation on progressive failure of loaded rock sample under pore hydraulic pressure, Rock and Soil Mechanics, 22, 4, pp. 378-382, (2001)
- [10] LIU Xinrong, LIU Jun, LI Dongliang, Et al., Unloading mechanical properties and constitutive model of sandstone under different pore pressures and initial unloading levels, Journal of China Coal Society, 42, 10, pp. 106-114, (2017)