[6] |
BAHAADDINI M,HAGAN P C,MITRA R,et al. Experimental and numerical study of asperity degradation in the direct shear test[J]. Engineering Geology,2016,204:41–52.
|
[34] |
NASIR O,FALL M. Shear behaviour of cemented paste fill rock interfaces[J]. Engineering Geology,2008,101:146–153.
|
[3] |
ZHAO L H,ZUO S,LI L,et al. System reliability analysis of plane slide rock slope using Barton-Bandis failure criterion[J]. International Journal of Rock Mechanics and Mining Sciences,2016,88(Complete):1–11.
|
[13] |
程 坦,郭保华,孙杰豪,等. 非规则岩石节理峰值剪切试验与强度经验公式研究[J]. 岩石力学与工程学报,2022,41(1):93–105. (CHENG Tan,GUO Baohua,SUN Jiehao,et al. Peak shear test and empirical formula of strength of irregular rock joints[J]. Chinese Journal of Rock Mechanics and Engineering,2022,41(1):93–105.(in Chinese))
|
[23] |
PATTON F D. Multiple modes of shear failure in rock[C]// Proceedings of the First Congress of International Society of Rock Mechanics. Lisbon:[s. n.],1966:509–513.
|
[33] |
ATAPOUR H,MOOSAVI M. Some effects of shearing velocity on the shear stress deformation behaviour of hard-soft artificial material interfaces[J]. Geotechnical and Geological Engineering,2013,31:1 603–1 615.
|
[43] |
刘雄贞. 三峡工程岩体结构面刚度特性试验[J]. 长江科学院院报,1998,(2):26–28.(LIU Xiongzhen. Experimental study on stiffness characteristics of rock mass discontinuity in Three Gorges Project[J]. Journal of Yangtze River Scientific Research Institute,1998,(2):26–28.(in Chinese))
|
[2] |
KOU M M,LIU X R,TANG S D,et al. Experimental study of the prepeak cyclic shear mechanical behaviors of artificial rock joints with multiscale asperities[J]. Soil Dynamics and Earthquake Engineering,2019,120(MAY):58–74.
|
[4] |
JIANG Q,SONG L B,YAN F,et al. Experimental investigation of anisotropic wear damage for natural joints under direct shearing test[J]. International Journal of Geomechanics,2020,20(4):04020015.
|
[10] |
金磊磊,魏玉峰,黄 鑫,等. 基于节理面三维形貌的岩石节理抗剪强度计算模型[J]. 岩土力学,2020,41(10):3 355–3 364.(JIN Leilei,WEI Yufeng,HUANG Xin,et al. Calculation model of shear strength of rock joints based on three-dimensional morphology of joint surface[J]. Rock and Soil Mechanics,2020,41(10):3 355–3 364.(in Chinese))
|
[12] |
张菊连,沈明荣,梁志荣. 不规则结构面剪切特性试验研究[J]. 西南交通大学学报,2015,50(6):993–1 000.(ZHANG Julian,SHEN Mingrong,LIANG Zhirong. Experimental study on shear characteristics of irregular structural planes[J]. Journal of Southwest Jiaotong University,2015,50(6):993–1 000.(in Chinese))
|
[14] |
尹 乾,靖洪文,孟 波,等.恒定法向刚度条件下三维粗糙裂隙面剪切力学特性[J]. 岩石力学与工程学报,2020,39(11):2 213–2 225. (YIN Qian,JING Hongwen,MENG Bo,et al. Shear mechanical properties of three-dimensional rough fracture surface under constant normal stiffness[J]. Chinese Journal of Rock Mechanics and Engineering,2020,39(11):2 213–2 225.(in Chinese))
|
[20] |
连 莲,张书博,王 扬,等.不同充填厚度节理面剪切破坏宏细观机制研究[J]. 广西大学学报:自然科学版,2019,44(3):756–764.(LIAN Lian,ZHANG Shubo,WANG Yang,et al. Macro-microscopic study on shear failure behavior of joints under different filling thicknesses[J]. Journal of Guangxi University:Natural Science,2019,44(3):756–764.(in Chinese))
|
[22] |
ZHANG X B,JIANG Q H,KULATILAKE P H S W,et al. Influence of asperity morphology on failure characteristics and shear strength properties of rock joints under direct shear tests[J]. International Journal of Geomechanics,2018,19(2):04018196.
|
[24] |
周 辉,程广坦,朱 勇,等. 大理岩规则齿形结构面剪切特性试验研究[J]. 岩土力学,2019,40(3):852–860.(ZHOU Hui,CHENG Guangtan,ZHU Yong,et al. Experimental study of shear deformation characteristics of marble dentate joints[J]. Rock and Soil Mechanics,2019,40(3):852–860.(in Chinese))
|
[8] |
崔国建,张传庆,韩华超,等. CNL及CNS条件下结构面剪切特性试验研究[J]. 岩石力学与工程学报,2019,38(增2):3 384–3 392. (CUI Guojian,ZHANG Chuanqing,HAN Huachao,et al. Experimental study on shear characteristics of structural plane under CNL and CNS conditions[J]. Chinese Journal of Rock Mechanics and Engineering,2019,38(Supp.2):3 384–3 392.(in Chinese))
|
[18] |
ASADI M S,RASOULI V,BARLA G. A laboratory shear cell used for simulation of shear strength and asperity degradation of rough rock fractures[J]. Rock Mechanics and Rock Engineering,2013,46(4):683–699.
|
[28] |
JOHNSTON I W,LAM T S K. Frictional characteristics of planar concrete–rock interfaces under constant normal stiffness conditions[C]// Proceedings of the 4th ANZ Conference on Geomechanics. Perth:[s. n.],1984:105–108.
|
[30] |
方 堃,吴 琼,王 姣,等. 基于颗粒流异性层面剪切特性及演化机制研究[J]. 长江科学院院报,2014,31(11):31–37.(FANG Kun,WU Qiong,WANG Jiao,et al. Research on shear properties and evolution mechanism of bedding planes between two different of rock types based on particle flow code[J]. Journal of Yangtze River Scientific Research Institute,2014,31(11):31–37.(in Chinese))
|
[32] |
YANG J,RONG G,HOU D,et al. Experimental study on peak shear strength criterion for rock joints[J]. Rock Mechanics and Rock Engineering,2016,49(3):821–835.
|
[38] |
张雅慧,汪丁建,唐辉明,等. 基于 PFC2D数值试验的异性结构面剪切强度特性研究[J]. 岩土力学,2016,37(4):1 031–1 041. (ZHANG Yahui,WANG Dingjian,TANG Huiming,et al. Study of shear strength characteristics of heterogeneous discontinuities using PFC2D simulation[J]. Rock and Soil Mechanics,2016,37(4):1 031–1 041.(in Chinese))
|
[40] |
祝艳波,韩宇涛,苗帅升,等. 黄土—三趾马红土滑坡滑带土剪切力学特性影响因素[J]. 地球科学与环境学报,2021,43(4):744–759.(ZHU Yanbo,HAN Yutao,MIAO Shuaisheng,et al. Influencing factors on the shear strength of sliding zone of loess hipparion red clay landslide[J]. Journal of Geoscience and Environment,2021,43(4):744–759.(in Chinese))
|
[42] |
侯超群,席 瑶,孙志彬,等. 基于IPP图像处理的膨胀土微观结构定量研究[J]. 水文地质工程地质,2019,46(2):156–161.(HOU Chaoqun,XI Yao,SUN Zhibin,et al. Quantitative study on microstructure of expansive soil based on IPP image processing[J]. Hydrogeology and engineering geology,2019,46(2):156–161.(in Chinese))
|
[1] |
GE Y F,TANG H M,ELDIN M,et al. Evolution process of natural rock joint roughness during direct shear tests[J]. International Journal of Geomechanics,2017,17(5):E4016013.1–E4016013.10.
|
[11] |
张茂础,盛 谦,崔 臻,等. 围岩–衬砌接触面剪切力学性质及破坏机制的试验研究[J]. 岩石力学与工程学报,2020,39(3):550–559.(ZHANG Maochu,SHENG Qian,CUI Zhen,et al. Experimental study on shear mechanical properties and failure mechanism of surrounding rock lining interface[J]. Chinese Journal of Rock Mechanics and Engineering,2020,39(3):550–559.(in Chinese))
|
[21] |
刘新荣,邓志云,刘永权,等. 岩石节理峰前循环直剪试验颗粒流宏细观分析[J]. 煤炭学报,2019,44(7):2 103–2 115.( LIU Xinrong,DENG Zhiyun,LIU Yongquan,et al.Macroscopic and microscopic analysis of particle flow in pre-peak cyclic direct shear test of rock joint[J]. Journal of China Coal Society,2019,44(7):2 103–2 115.(in Chinese))
|
[31] |
范 祥,邓志颖,崔志猛,等. 一种新的软–硬节理峰值剪切强度模型[J]. 岩土力学,2021,42(7):1 861–1 870.(FAN Xiang,DENG Zhiying,CUI Zhimeng,et al. A new peak shear strength model of soft hard joints[J]. Rock and Soil Mechanics,2021,42(7):1 861–1 870. (in Chinese))
|
[41] |
DU S G,HU Y J,HU X F. Measurement of joint roughness coefficient by using profilograph and roughness ruler[J]. Journal of Earth Science,2009,20(5):890–896.
|
[9] |
唐志成,黄润秋,张建明,等. 含坡度均方根的节理峰值剪切强度经验公式[J]. 岩土力学,2015,36(12):3 433–3 438.(TANG Zhicheng,HUANG Runqiu,ZHANG Jianming,et al. Empirical peak shear strength criterion for rock joints based on slope root-mean-square[J]. Rock and Soil Mechanics,2015,36(12):3 433–3 438.(in Chinese))
|
[16] |
BANDIS S C,LUMSDEN A C,BARTON N R. Fundamentals of rock joint deformation[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1983,20(6):249–268.
|
[19] |
YANG Z Y,CHIANG D Y. An experimental study on the progressive shear behavior of rock joints with tooth-shaped asperities[J]. International Journal of Rock Mechanics and Mining Sciences,2000,37(8):1 247–1 259.
|
[26] |
班力壬,戚承志,李晓照,等. 考虑真实接触微凸体的岩石节理三维粗糙度指标[J]. 煤炭学报,2020,45(12):4 052–4 061.(BAN Liren,QI Chengzhi,LI Xiaozhao,et al. Three dimensional roughness index of rock joints considering real contact micro convex[J]. Journal of China Coal Society,2020,45(12):4 052–4 061.(in Chinese))
|
[29] |
董金玉,杨继红,伍法权,等. 三峡库区软硬互层近水平地层高切坡崩塌研究[J]. 岩土力学,2010,31(1):151–157.(DONG Jinyu,YANG Jihong,WU Faquan,et al. Study on high cut slope collapse of soft and hard interbedded near horizontal strata in the Three Gorges Reservoir Area[J]. Rock and Soil Mechanics,2010,31(1):151–157.(in Chinese))
|
[36] |
金磊磊,魏玉峰. 基于三维形貌和剪胀效应的软–硬节理抗剪强度模型[J]. 工程力学,2020,37(12):180–190.(JIN Leilei,WEI Yufeng. Shear strength model of soft hard joints based on three-dimensional morphology and dilatancy effect[J]. Engineering Mechanics,2020,37(12):180–190.(in Chinese))
|
[39] |
刘新荣,许 彬,周小涵,等. 软硬互层岩体结构面宏细观剪切力学特性[J]. 煤炭学报,2021,46(9):2 895–2 909.(LIU Xinrong,XU Bin,ZHOU Xiaohan et al. Macro and micro shear mechanical properties of structural plane of soft and hard interbedded rock mass[J]. Journal of China Coal Society,2021,46(9):2 895–2 909.(in Chinese))
|
[5] |
李 化,张正虎,邓建辉,等. 岩石节理三维表面形貌精细描述与粗糙度定量确定方法的研究[J]. 岩石力学与工程学报,2017,36(增2):4 066–4 074.(LI Hua,ZHANG Zhenghu,DENG Jianhui,et al. Study on fine description of three-dimensional surface morphology and quantitative determination of roughness of rock joints[J]. Chinese Journal of Rock Mechanics and Engineering,2017,36(Supp.2):4 066–4 074.(in Chinese))
|
[15] |
张志飞,唐为民,贾洪彪. 不同粗糙度断续节理岩体直剪试验的颗粒流模拟[J]. 长江科学院院报,2020,37(12):126–132.(ZHANG Zhifei,TANG Weimin,JIA Hongbiao. Particle flow simulation of direct shear test on rock mass containing discontinuous joints with different roughness coefficients[J]. Journal of Yangtze River Scientific Research Institute,2020,37(12):126–132.(in Chinese))
|
[25] |
GRASSELLI G,EGGER P. Constitutive law for the shear strength of rock joints based on three-dimensional surface parameters[J]. International Journal of Rock Mechanics and Mining Sciences,2003,40(1):25–40.
|
[7] |
WEI J H,MEN Y,SUN S R,et al. Experimental study on 3D roughness and shear failure mechanism of rock mass discontinuity[J]. Advances in Civil Engineering,2018,2018(PT.2):1–20.
|
[17] |
HONG E S,HYUK T,CHO G C. Observation of the degradation characteristics and scale of unevenness on three-dimensional artificial rock joint surfaces subjected to shear[J]. Rock Mechanics and Rock Engineering,2016,49(1):3–17.
|
[27] |
WU Q,XU Y J,TANG H M,et al. Investigation on the shear properties of discontinuities at the interface between different rock types in the Badong formation,China[J]. Engineering Geology,2018,245:280–291.
|
[35] |
GHAZVINIAN A H,TAGHICHIAN A,HASHEMI M,et al. The shear behavior of bedding planes of weakness between two different rock types with high strength difference[J]. Rock Mechanics and Rock Engineering,2010,43(1):69–87.
|
[37] |
宋磊博,江 权,李元辉,等. 软–硬自然节理的改进JRC-JCS 剪切强度公式[J]. 岩土力学,2017,38(10):2 789–2 798.(SONG Leibo,JIANG Quan,LI Yuanhui,et al. Improved JRC-JCS shear strength formula for soft-hard natural joints[J]. Rock and Soil Mechanics,2017,38(10):2 789–2 798.(in Chinese))
|