[1] |
蔡美峰,何满潮,刘东燕. 岩石力学与工程[M]. 北京:科学出版社,2009:392-398.(CAI Meifeng,HE Manchao,LIU Dongyan. Rock mechanics and engineering[M]. Beijing:Science Press,2009:392-398.(in Chinese))
|
[2] |
黄润秋. 岩石高边坡发育的动力过程及稳定性控制[J]. 岩石力学与工程学报,2008,27(8):1 525-1 544.(HUANG Runqiu. Geodynamical process and stability control of high rock slope development[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(8): 1 525-1 544.(in Chinese))
|
[3] |
李远耀,殷坤龙,柴 波,等. 三峡库区滑带土抗剪强度参数的统计规律研究[J]. 岩土力学,2008,29(5):1 419-1 429.(LI Yuanyao,YIN Kunlong,CAI Bo,et al. Study of statistical rule of shear strength parameters of soil in landslide zone in three gorges reservoir area[J]. Rock and Soil Mechanics,2008,29(5):1 419-1 429.(in Chinese))
|
[4] |
EVERT HOEK,JOHN BRAY. Rock slope engineeering[M]. London:The Institution of Mining and Metallurgy,1981:84-85.
|
[5] |
BRUNO M S,NAKAGAWA F M. Pore pressure influence on tensile fracture propagation in sedimentary rock[J]. International Journal of Rock Mechanics and Mining Sciences,1991,28(4):261-273.
|
[6] |
HAMIEL Y,LYAKHOVSKY V,AGNON A. Rock dilation nonlinear deformation and pore pressure change under shear[J]. Earth and Planetary Science Letters,2005,237:577-589.
|
[7] |
杨天鸿,唐春安,冯启言. 孔隙水压作用下岩样加载破坏过程的数值模拟[J]. 岩土力学,2001,22(4):378-382.(YANG Tianhong,TANG Chunan,FENG Qiyan. Numerical simulation on progressive failure of loaded rock sample under pore water pressure[J]. Rock and Soil Mechanics,2001,22(4):378-382.(in Chinese))
|
[8] |
唐春安,杨天鸿,李连崇,等. 孔隙水压力对岩石裂纹扩展影响的数值模拟[J]. 岩土力学,2003,24(增2):17-21.(TANG Chun?an,YANG Tianhong,LI Lianchong,et al. Numerical simulation on influence of pore water pressure magnitude and gradient on fracture propagation in brittle heterogeneous rocks[J]. Rock and Soil Mechanics,2003,24(Supp.2):17-21.(in Chinese))
|
[9] |
王学滨. 孔隙压力对岩样全部变形特征的影响[J]. 沈阳建筑大学学报:自然科学版,2005,21(6):625-629.(WANG Xuebin. Effect of pore pressure on entire deformational characteristics of rock specimen[J]. Journal of Shenyang Architectural and Civil Engineering Institute:Nature Science,2005,21(6):625-629.(in Chinese))
|
[10] |
刘 琦,卢耀如,李晓昭. 孔隙水压力对岩石力学参数的影响[J]. 地球学报,2008,29(5):660-664.(LIU Qi,LU Yaoru,LI Xiaozhao. The effect of the pore water pressure on the rock mechanics parameters[J]. Acta Geoscientia Sinica,2008,29(5):660-664.(in Chinese))
|
[11] |
李克刚,侯克鹏,张成良. 饱和状态下岩体抗剪切特性试验研究[J].中南大学学报:自然科学版,2009,40(2):538-542.(LI Kegang,HOU Kepeng,ZHANG Chengliang. Experiment study on shear characteristics of saturated rock mass[J]. Journal of Central South University:Science and Technology,2009,40(2):538-542.(in Chinese))
|
[12] |
许 江,杨红伟,李树春,等. 循环加、卸载孔隙水压力对砂岩变形特性影响试验研究[J]. 岩石力学与工程学报,2009,28(5):892-898.(XU Jiang,YANGE Hongwei,LI Shuchun,et al. Experimental study of effects of cyclic loading and unloading pore water pressures on deformation characteristic of sandstone[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(5):892-898.(in Chinese))
|
[13] |
许 江,张 媛,杨红伟,等. 循环孔隙水压力作用下砂岩变形损伤的能量演化规律[J]. 岩石力学与工程学报,2011,30(1):141-148.(XU Jiang,ZHANG Yuan,YANG Hongwei,et al. Energy evolution law of deformation and damage of sandstone under cyclic pore water pressures[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(1):141-148.(in Chinese))
|
[14] |
刘向君,申剑坤,梁利喜,等. 孔隙水压力变化对岩石强度特性的影响[J]. 岩石力学与工程学报,2011,30(增2):3 457-3 463.(LIU Xiangjun,SHEN Jiankun,LIANG Lixi,et al. Effects of pore pressure on rock strength proper ties[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(Supp.2):3 457-3 463.(in Chinese))
|
[15] |
刘东燕,蒋海飞,李东升,等. 高围压高孔隙水压作用下岩石蠕变特性[J]. 中南大学学报:自然科学版,2014,45(6):1 917-1 923. (LIU Dongyan,JIANG Haifei,LI Dongsheng,et al. Creep properties of rock under high confining pressure and high water pore pressure[J]. Journal of Central South University:Science and Technology,2014,45(6):1 917-1 923.(in Chinese))
|
[16] |
蒋海飞,刘东燕,黄 伟,等. 高围压下高孔隙水压对岩石蠕变特性的影响[J]. 煤炭学报,2014,39(7):1 248-1 256.(JIANG Haifei,LIU Dongyan,HUANG Wei,et al. Influence of high water pore pressure on creep properties of rock under high confining pressure[J]. Journal of China Coal Society,2014,39(7):1 248-1 256.(in Chinese))
|
[17] |
朱红青,张民波,朱帅虎,等. 脉动孔隙水压下三轴加压对煤岩损伤变形的影响[J]. 岩土力学,2015,36(8):2 137-2 143.(ZHU Hongqing,ZHAGN Minbo,ZHU Shuaihu,et al. Effect of triaxial compression on damage deformation of coal rock under pulsed pore water pressure[J]. Rock and Soil Mechanics,2015,36(8):2 137- 2 143.(in Chinese))
|
[18] |
许 江,刘义鑫,尹光志,等. 煤岩剪切-渗流耦合试验装置的研制[J]. 岩石力学与工程学报,2015,34(增1):2 987-2 995.(XU Jiang,LIU Yixin,YIN Guangzhi,et al. The development of coal rock shear-flow coupling test device[J]. Chinese Journal of Rock Mechanics and Engineering,2015,34(Supp.1):2 987-2 995.(in Chinese))
|
[19] |
许 江,陆丽丰,杨红伟,等. 剪切荷载作用下砂岩细观开裂扩张演化特征研究[J]. 岩石力学与工程学报,2011,30(5):944-950.(XU Jiang,LU Lifeng,YANG Hongwei,et al. Study of evolution law of micro-fracturing process of sandstone under shear load[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(5):944-950. (in Chinese))
|
[20] |
夏才初,孙宗颀. 工程岩体节理力学[M]. 上海:同济大学出版社,2002:24-25.(XIA Caichu,SUN Zongqi. Engineering rock mass joints mechanics[M]. Shanghai:Tongji University Press,2002:24-25.(in Chinese))
|
[21] |
张肖宁,孙杨勇. 岩石表面纹理的分形维数计算[J]. 计算机工程,2010,36(23):276-279.(ZHANG Xiaoning,SUN Yangyong. Fractal dimension calculation for rock surface texture[J]. Computer Engineering,2010,36(23):276-279.(in Chinese))
|
[22] |
刘再斌. 孔隙水压作用下岩石抗剪强度参数计算[J]. 中国煤炭地质,2013,25(4):30-33.(LIU Zaibin. Computation of rock shear strength relevant parameters under pore-space water pressure[J]. Coal Geology of China,2013,25(4):30-33.(in Chinese))
|
[1] |
蔡美峰,何满潮,刘东燕. 岩石力学与工程[M]. 北京:科学出版社,2009:392-398.(CAI Meifeng,HE Manchao,LIU Dongyan. Rock mechanics and engineering[M]. Beijing:Science Press,2009:392-398.(in Chinese))
|
[2] |
黄润秋. 岩石高边坡发育的动力过程及稳定性控制[J]. 岩石力学与工程学报,2008,27(8):1 525-1 544.(HUANG Runqiu. Geodynamical process and stability control of high rock slope development[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(8): 1 525-1 544.(in Chinese))
|
[3] |
李远耀,殷坤龙,柴 波,等. 三峡库区滑带土抗剪强度参数的统计规律研究[J]. 岩土力学,2008,29(5):1 419-1 429.(LI Yuanyao,YIN Kunlong,CAI Bo,et al. Study of statistical rule of shear strength parameters of soil in landslide zone in three gorges reservoir area[J]. Rock and Soil Mechanics,2008,29(5):1 419-1 429.(in Chinese))
|
[4] |
EVERT HOEK,JOHN BRAY. Rock slope engineeering[M]. London:The Institution of Mining and Metallurgy,1981:84-85.
|
[5] |
BRUNO M S,NAKAGAWA F M. Pore pressure influence on tensile fracture propagation in sedimentary rock[J]. International Journal of Rock Mechanics and Mining Sciences,1991,28(4):261-273.
|
[6] |
HAMIEL Y,LYAKHOVSKY V,AGNON A. Rock dilation nonlinear deformation and pore pressure change under shear[J]. Earth and Planetary Science Letters,2005,237:577-589.
|
[7] |
杨天鸿,唐春安,冯启言. 孔隙水压作用下岩样加载破坏过程的数值模拟[J]. 岩土力学,2001,22(4):378-382.(YANG Tianhong,TANG Chunan,FENG Qiyan. Numerical simulation on progressive failure of loaded rock sample under pore water pressure[J]. Rock and Soil Mechanics,2001,22(4):378-382.(in Chinese))
|
[8] |
唐春安,杨天鸿,李连崇,等. 孔隙水压力对岩石裂纹扩展影响的数值模拟[J]. 岩土力学,2003,24(增2):17-21.(TANG Chun?an,YANG Tianhong,LI Lianchong,et al. Numerical simulation on influence of pore water pressure magnitude and gradient on fracture propagation in brittle heterogeneous rocks[J]. Rock and Soil Mechanics,2003,24(Supp.2):17-21.(in Chinese))
|
[9] |
王学滨. 孔隙压力对岩样全部变形特征的影响[J]. 沈阳建筑大学学报:自然科学版,2005,21(6):625-629.(WANG Xuebin. Effect of pore pressure on entire deformational characteristics of rock specimen[J]. Journal of Shenyang Architectural and Civil Engineering Institute:Nature Science,2005,21(6):625-629.(in Chinese))
|
[10] |
刘 琦,卢耀如,李晓昭. 孔隙水压力对岩石力学参数的影响[J]. 地球学报,2008,29(5):660-664.(LIU Qi,LU Yaoru,LI Xiaozhao. The effect of the pore water pressure on the rock mechanics parameters[J]. Acta Geoscientia Sinica,2008,29(5):660-664.(in Chinese))
|
[11] |
李克刚,侯克鹏,张成良. 饱和状态下岩体抗剪切特性试验研究[J].中南大学学报:自然科学版,2009,40(2):538-542.(LI Kegang,HOU Kepeng,ZHANG Chengliang. Experiment study on shear characteristics of saturated rock mass[J]. Journal of Central South University:Science and Technology,2009,40(2):538-542.(in Chinese))
|
[12] |
许 江,杨红伟,李树春,等. 循环加、卸载孔隙水压力对砂岩变形特性影响试验研究[J]. 岩石力学与工程学报,2009,28(5):892-898.(XU Jiang,YANGE Hongwei,LI Shuchun,et al. Experimental study of effects of cyclic loading and unloading pore water pressures on deformation characteristic of sandstone[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(5):892-898.(in Chinese))
|
[13] |
许 江,张 媛,杨红伟,等. 循环孔隙水压力作用下砂岩变形损伤的能量演化规律[J]. 岩石力学与工程学报,2011,30(1):141-148.(XU Jiang,ZHANG Yuan,YANG Hongwei,et al. Energy evolution law of deformation and damage of sandstone under cyclic pore water pressures[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(1):141-148.(in Chinese))
|
[14] |
刘向君,申剑坤,梁利喜,等. 孔隙水压力变化对岩石强度特性的影响[J]. 岩石力学与工程学报,2011,30(增2):3 457-3 463.(LIU Xiangjun,SHEN Jiankun,LIANG Lixi,et al. Effects of pore pressure on rock strength proper ties[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(Supp.2):3 457-3 463.(in Chinese))
|
[15] |
刘东燕,蒋海飞,李东升,等. 高围压高孔隙水压作用下岩石蠕变特性[J]. 中南大学学报:自然科学版,2014,45(6):1 917-1 923. (LIU Dongyan,JIANG Haifei,LI Dongsheng,et al. Creep properties of rock under high confining pressure and high water pore pressure[J]. Journal of Central South University:Science and Technology,2014,45(6):1 917-1 923.(in Chinese))
|
[16] |
蒋海飞,刘东燕,黄 伟,等. 高围压下高孔隙水压对岩石蠕变特性的影响[J]. 煤炭学报,2014,39(7):1 248-1 256.(JIANG Haifei,LIU Dongyan,HUANG Wei,et al. Influence of high water pore pressure on creep properties of rock under high confining pressure[J]. Journal of China Coal Society,2014,39(7):1 248-1 256.(in Chinese))
|
[17] |
朱红青,张民波,朱帅虎,等. 脉动孔隙水压下三轴加压对煤岩损伤变形的影响[J]. 岩土力学,2015,36(8):2 137-2 143.(ZHU Hongqing,ZHAGN Minbo,ZHU Shuaihu,et al. Effect of triaxial compression on damage deformation of coal rock under pulsed pore water pressure[J]. Rock and Soil Mechanics,2015,36(8):2 137- 2 143.(in Chinese))
|
[18] |
许 江,刘义鑫,尹光志,等. 煤岩剪切-渗流耦合试验装置的研制[J]. 岩石力学与工程学报,2015,34(增1):2 987-2 995.(XU Jiang,LIU Yixin,YIN Guangzhi,et al. The development of coal rock shear-flow coupling test device[J]. Chinese Journal of Rock Mechanics and Engineering,2015,34(Supp.1):2 987-2 995.(in Chinese))
|
[19] |
许 江,陆丽丰,杨红伟,等. 剪切荷载作用下砂岩细观开裂扩张演化特征研究[J]. 岩石力学与工程学报,2011,30(5):944-950.(XU Jiang,LU Lifeng,YANG Hongwei,et al. Study of evolution law of micro-fracturing process of sandstone under shear load[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(5):944-950. (in Chinese))
|
[20] |
夏才初,孙宗颀. 工程岩体节理力学[M]. 上海:同济大学出版社,2002:24-25.(XIA Caichu,SUN Zongqi. Engineering rock mass joints mechanics[M]. Shanghai:Tongji University Press,2002:24-25.(in Chinese))
|
[21] |
张肖宁,孙杨勇. 岩石表面纹理的分形维数计算[J]. 计算机工程,2010,36(23):276-279.(ZHANG Xiaoning,SUN Yangyong. Fractal dimension calculation for rock surface texture[J]. Computer Engineering,2010,36(23):276-279.(in Chinese))
|
[22] |
刘再斌. 孔隙水压作用下岩石抗剪强度参数计算[J]. 中国煤炭地质,2013,25(4):30-33.(LIU Zaibin. Computation of rock shear strength relevant parameters under pore-space water pressure[J]. Coal Geology of China,2013,25(4):30-33.(in Chinese))
|