[1] |
苟波, 郭建春. 页岩水平井体积压裂设计的一种新方法[J]. 现代地质, 2013, 27(1):217 - 222.
|
[2] |
米博, 项彦勇. 砂土地层浅埋盾构隧道开挖渗流稳定性的模型试验和计算研究[J]. 岩土力学, 2020, 41(3):837-848.
|
[3] |
赵志宏, 刘桂宏, 谭现锋, 等. 基于等效渗流通道模型的地热尾水回灌理论模型[J]. 水文地质工程地质, 2017, 44(3):158-164.
|
[4] |
谈云志, 彭帆, 钱芳红, 等. 石墨-膨润土缓冲材料的最优配置方法[J]. 岩土力学, 2019, 40(9):3387-3396.
|
[5] |
ZIMMERMAN R W, BODVARSSON G S. Hydraulic conductivity of rock fractures[J]. Transport in Porous Media, 1996, 23(1): 1-30.
|
[6] |
ZIMMERMAN R W, YEO I W. Fluid flow in rock fractures: From the Navier-Stokes equations to the cubic law[J]. Geophysical Monograph-American Geophysical Union, 2000, 122: 213-224.
|
[7] |
WITHERSPOON P A, WANG J S Y, IWAI K, et al. Validity of cubic law for fluid flow in a deformable rock fracture[J]. Water Resources Research, 1980, 16(6): 1016-1024.
DOI
URL
|
[8] |
MA D, MIAO X X, CHEN Z Q, et al. Experimental investigation of seepage properties of fractured rocks under different confining pressures[J]. Rock Mechanics and Rock Engineering, 2013, 46 (5): 1135-1144.
DOI
URL
|
[9] |
杨金保, 冯夏庭, 潘鹏志. 考虑应力历史的岩石单裂隙渗流特性试验研究[J]. 岩土力学, 2013, 34(6):1629-1635.
|
[10] |
WANG J, MA H, FENG P, et al. An experimental study on seepage within shale fractures due to confining pressure and temperature[J]. KSCE Journal of Civil Engineering, 2021, 25: 3596-3604.
DOI
|
[11] |
FIDELIBUS C. The 2D hydro-mechanically coupled response of a rock mass with fractures via a mixed BEM—FEM technique[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2007, 31 (11): 1329-1348.
DOI
URL
|
[12] |
孙广忠, 林文祝. 结构面闭合变形法则及岩体弹性变形本构方程[J]. 地质科学, 1983, 18(2):177-180.
|
[13] |
WANG J, MA H, QIAN J, et al. Experimental and theoretical study on the seepage mechanism characteristics coupling with confining pressure[J]. Engineering Geology, 2021, 291:106224.
DOI
URL
|