[1] YANG S Q, DAI Y H, HAN L J, et al. Experimental study on mechanical behavior of brittle marble samples containing different flaws under uniaxial compression[J] . Engineering Fracture Mechanics, 2009, 76(12): 1833-1845.
[2] YANG S Q, HUANG Y H, TIAN W L, et al. An experimental investigation on strength, deformation and crack evolution behavior of sandstone containing two oval flaws under uniaxial compression [J]. Engineering Geology, 2017, 226: 326-327.
[3] 王国艳,于广明,高丽燕,等. 初始裂隙倾角对岩石损伤断裂特征的影响研究[J]. 煤炭科学技术, 2017, 45(6):100-104.
WANG Guoyan, YU Guangming, GAO Liyan, et al. Study on influence of initial crack dip angle on damage-fractured characteristics of rock[J]. Coal Science and Technology, 2017, 45(6):100-104.
[4] 李小帅,唐烈先,张颖,等. 节理倾角对岩体破坏特性影响的单轴压缩数值试验[J]. 辽宁科技大学学报, 2015, 38(6):463-466.
LI Xiaoshuai, TANG Liexian, ZHANG Ying, et al. Numerical tests study of effects of joints inclination angle on failure properties of rock masses under uniaxia compression[J].Journal of University of Science and Technology Liaoning, 2015, 38(6):463-466.
[5] 周辉,孟凡震,张传庆,等. 不同位置和尺寸的裂隙对岩体破坏影响的试验研究[J]. 岩石力学与工程学报, 2015,34(增刊1):3018-3028.
ZHOU Hui, MENG Fanzhen, ZHANG Chuanqing, et al. Experimental study on effect of joints with different locations and sizes on rock failure[J]. Chinese Journal of Rock Mechanics and Engineering, 2015,34(Sup1):3018-3028.
[6] 闫月龙,徐涛,任思玉,等. 节理产状对岩石单轴抗压强度的影响研究[J]. 地下空间与工程学报, 2016, 12(4):897-903.
YAN Yuelong, XU Tao, REN Siyu, et al. Study on the influence of joints occurrence on uniaxial compressive strength of rock [J]. Chinese Journal of Underground Space and Engineering, 2016, 12(4):897-903.
[7] 王国艳,于广明,宋传旺. 初始裂隙几何要素对岩石裂隙扩展演化的影响[J]. 辽宁工程技术大学学报(自然科学版), 2011, 30(5):681-684.
WANG Guoyan, YU Guangming, SONG Chuanwang. Influence of initial crack geometrical properties on rock crack propagation[J]. Journal of Liaoning Technical University(Natural Science), 2011, 30(5):681-684.
[8] 钟波波,张永彬,李宏. 基于RFPA2D的岩石裂纹扩展模式的研究[J]. 武汉理工大学学报, 2014, 36(2):82-88.
ZHONG Bobo, ZHANG Yongbin, LI Hong. Study of mechanisms of crack propagation of rock based on RFPA2D[J]. Journal of Wuhan University of Technology, 2014, 36 (2):82-88.
[9] 唐春安,王述红,傅宇方.岩石破裂过程数值试验[M]. 北京:科学出版社,2012.
TANG Chunan, WANG Shuhong, FU Yufang. Numerical Test of Rock Fracture Process[M]. Beijing:Science Press, 2012.
[10] 常中华,伍法权,刘海燕,等. 三峡库区溶蚀泥灰岩边坡变形破坏机理分析[C]//全国工程地质学术年会,2010.
CHANG Zhonghua, WU Faquan, LIU Haiyan, et al. Deformation and failure mechanism analysis of dissolution argillaceous limestone slope in Three Gorges reservoir area [C]//National Engineering Geology Academic Annual Meeting,2010.
[11] 何潇,陈洪凯,唐红梅,等. 长江三峡灰岩区危岩形成机理及稳定性分析研究[J]. 西南大学学报(自然科学版), 2014, 36(6):155-160.
HE Xiao, CHEN Hongkai, TANG Hongmei, et al. Research on the mechanism of the development of unstable rocks in the limestone area in the Three Gorges and stability analysis for the rocks[J]. Journal of Southwest University (Natural Science), 2014, 36(6):155-160.
[12] 任幼蓉,陈鹏,张军,等. 重庆南川市甑子岩W12#危岩崩塌预警分析[J]. 中国地质灾害与防治学报, 2005, 16(2):28-31.
REN Yourong, CHEN Peng, ZHANG Jun, et al. Early-warning analysis on the rockfall for Zenziyan W12# dangerous rock mass in Nanchuan City of Chongqing[J]. The Chinese Journal of Geological Hazard and Control, 2005, 16(2):28-31.
[13] 张平,李宁,贺若兰,等. 动载下两条断续预制裂隙贯通机制研究[J]. 岩石力学与工程学报, 2006, 25(6):1210-1217.
ZHANG Ping, LI Ning, HE Ruolan, et al. Mechanism of fracture coalescence between two pre-existing flaws under dynamic loading[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(6):1210-1217.
[14] 梁正召. 三维条件下的岩石破裂过程分析及其数值试验方法研究[D]. 沈阳:东北大学, 2005.
LIANG Zhengzhao. Three-Dimensional failure Process Analysis of Rock and Associated Numerical Tests[D]. Shengyang:Northeastern University,2005. |