| [1] |
BRIDEAU M A，YAN M，STEAD D. The role of tectonic damage and brittle rock fracture in the development of large rock slope failures[J]. Geomorphology，2009，103(1)：30-49.
|
| [4] |
EBERHARDT E，STEAD D，COGGAN J S. Numerical analysis of initiation and progressive failure in natural rock slopes—the 1991 Randa rockslide[J]. International Journal of Rock Mechanics and Mining Sciences，2004，41(1)：69-87.
|
| [6] |
ZHAO C，ZHOU Y M，ZHAO C F，et al. Cracking processes and coalescence modes in rock-like specimens with two parallel pre-existing cracks[J]. Rock Mechanics and Rock Engineering，2018，51(11)：3 377-3 393.
|
| [8] |
SCAVIA C. A method for the study of crack propagation in rock structures[J]. Geotechnique，1995，45(3)：447-463.
|
| [9] |
LAJTAI E Z. Strength of discontinuous rocks in direct shear[J]. Geotechnique，1969，19(2)：218-233.
|
| [2] |
黄润秋. 20世纪以来中国的大型滑坡及其发生机制[J]. 岩石力学与工程学报，2007，26(3)：433-454.(HUANG Ruiqiu. Large-scale landslides and their sliding mechanisms in China since the 20th century[J]. Chinese Journal of Rock Mechanics and Engineering，2007，26(3)：433-454.(in Chinese))
|
| [5] |
ZHANG K，CAO P，MA G W，et al. Strength，fragmentation and fractal properties of mixed flaws[J]. Acta Geotechnica，2016，11(4)：901-912.
|
| [10] |
郭长宝，张永双，刘定涛，等. 基于离心机模型试验的甘肃江顶崖古滑坡复活机制研究[J]. 工程地质学报，2022，30(1)：164-176.(GUO Changbao，ZHANG Yongshuang，LIU Dingtao，et al. Centrifuge model test of reactivation mechanism of Jiangdingya ancient landslide in Gansu province[J]. Journal of Engineering Geology，2022，30(1)：164-176.(in Chinese))
|
| [3] |
朱继良. 大型岩石高边坡开挖的地质-力学响应及其评价预测—以小湾水电站工程高边坡为例[博士学位论文][D]. 成都：成都理工大学，2006.(ZHU Jiliang. Geology-mechanics responses and evaluation of large-scale high rock slope excavation—taking the Xiaowan hydroelectric station high slope as a case[Ph. D. Thesis][D]. Chengdu：Chengdu University of Technology，2006.(in Chinese))
|
| [13] |
JIANG M，JIANG T，CROSTA G B，et al. Modeling failure of jointed rock slope with two main joint sets using a novel DEM bond contact model[J]. Engineering Geology，2015，193：79-96.
|
| [15] |
岑夺丰，黄 达，黄润秋. 岩质边坡断续裂隙阶梯状滑移模式及稳定性计算[J]. 岩土工程学报，2014，36(4)：695-706.(CEN Duofeng，HUANG Da，HUANG Runqiu. Step-path failure mode and stability calculation of jointed rock slopes[J]. Chinese Journal of Geotechnical Engineering，2014，36(4)：695-706.(in Chinese))
|
| [18] |
黄润秋，陈国庆，唐 鹏. 基于动态演化特征的锁固段型岩质滑坡前兆信息研究[J]. 岩石力学与工程学报，2017，36(3)：521-533.(HUANG Runqiu，CHEN Guoqing，TANG Peng. Precursor information of locking segment landslides based on transient characteristics[J]. Chinese Journal of Rock Mechanics and Engineering，2017，36(3)：521-533.(in Chinese))
|
| [20] |
朱 雷，黄润秋，严 明，等. 基于裂纹扩展模式的岩质斜坡阶梯状滑移破裂机制研究[J]. 岩土工程学报，2017，39(7)：1 216-1 224. (ZHU Lei，HUANG Runqiu，YAN Ming，et al. Step-path failure mechanism of rock slopes based on crack coalescence modes in rock mass[J]. Chinese Journal of Geotechnical Engineering，2017，39(7)：1 216-1 224.(in Chinese))
|
| [23] |
肖 杰. 相似材料模型试验原料选择及配比试验研究[硕士学位论文][D]. 北京：北京交通大学，2013.(XIAO Jie. Selection of similar materials for model test and research on similar material proportioning test[M. S. Thesis][D]. Beijing：Beijing Jiaotong University，2013.(in Chinese))
|
| [25] |
张御阳，裴向军，唐 皓，等. 反倾岩坡倾倒变形结构面影响效应研究[J]. 工程地质学报，2018，26(4)：844-851.(ZHANG Yuyang，PEI Xiangjun，TANG Hao，et al. Experimental tests for impact of structural surfaces to toppling deformation in anti-dipped rock slopes[J]. Journal of Engineering Geology，2018，26(4)：844-851.(in Chinese))
|
| [28] |
宁奕冰，唐辉明，张勃成，等. 澜沧江深层倾倒体演化过程及失稳机制研究[J]. 岩石力学与工程学报，2021，40(11)：2 199-2 213. (NING Yibing，TANG Huiming，ZHANG Bocheng，et al. Evolution process and failure mechanism of a deep-seated toppling failure in the Lancang River Basin[J]. Chinese Journal of Rock Mechanics and Engineering，2021，40(11)：2 199-2 213.(in Chinese))
|
| [30] |
国家电力公司昆明勘测设计研究院. 小湾水电站施工地质手册[S]. 昆明：国家电力公司昆明勘测设计研究院出版，2003.(State Electric Power Company Kunming Survey and Design Research Institute. Xiaowan Hydropower Station construction geology manual[S]. Kunming：State Electric Power Company Kunming Survey Design Institute Published，2003.(in Chinese))
|
| [7] |
靳 瑾，曹 平，蒲成志. 预制裂隙几何参数对类岩材料破坏模式及强度的影响[J]. 中南大学学报：自然科学版，2014，45(2)：529-535.(JIN Jin，CAO Ping，PU Chengzhi. Influence of flaw parameters on damage mode and strength of rock-like materials[J]. Journal of Central South University：Science and Technology，2014，45(2)：529-535.(in Chinese))
|
| [11] |
习朝辉，裴向军，穆成林，等. 顺层岩质边坡开挖变形破坏特征研究[J]. 煤炭技术，2019，38(2)：122-125.(XI Zhaohui，PEI Xiangjun，MU Chenglin，et al. Study on deformation and failure character of rock slope with multilayer soft interlayers[J]. Coal Technology，2019，38(2)：122-125.(in Chinese))
|
| [12] |
STEAD D，EBERHARDT E，COGGAN J S. Modelling of complex rock slope failure mechanisms using a hybrid finite-discrete element code[M]. LACERDA W A，EHRLICH M，FONTOURA A B，et al eds. [S. l.]：[s. n. ]，2004：1 067-1 072.
|
| [14] |
ZHOU X P，CHEN J W. Extended finite element simulation of step-path brittle failure in rock slopes with non-persistent en-echelon joints[J]. Engineering Geology，2019，250：65-88.
|
| [16] |
卞 康，刘 建，胡训健，等. 含顺层断续节理岩质边坡地震作用下的破坏模式与动力响应研究[J]. 岩土力学，2018，39(8)：3 029-3 037.(BIAN Kang，LIU Jian，HU Xunjian，et al. Study on failure mode and dynamic response of rock slope with non-persistent joint under earthquake[J]. Rock and Soil Mechanics，2018，39(8)：3 029-3 037.(in Chinese))
|
| [17] |
朱 雷，严 明，黄润秋，等. 岩质斜坡中缓倾裂隙分布与成因工程地质分析[J]. 西南交通大学学报，2017，52(3)：554-562.(ZHU Lei，YAN Ming，HUANG Runqiu，et al. Genesis mechanism and distribution of gently-dipping brittle discontinuities in rock slope[J]. Journal of Southwest Jiaotong University，2017，52(3)：554-562.(in Chinese))
|
| [19] |
张维熙. 岩质斜坡表生改造中分区破裂化特征及形成机制的数值模拟研究[博士学位论文][D]. 成都：成都理工大学，2017.(ZHANG Weixi. Numerical simulation study on the characteristics and formation mechanism of zonal disintegration of epigenetic reformation of rock slope[Ph. D. Thesis][D]. Chengdu：Chengdu University of Technology，2017.(in Chinese))
|
| [21] |
杨登芳，胡新丽，徐 楚，等. 基于物理模型试验的多层滑带滑坡变形演化特征[J]. 地质科技通报，2022，41(2)：300-308.(YANG Dengfang，HU Xinli，XU Chu，et al. Deformation and evolution characteristics of landslides with multiple sliding zones based on physical model test[J]. Bulletin of Geological Science and Technology，2022，41(2)：300-308.(in Chinese))
|
| [22] |
张杰豪，胡新丽，徐 楚，等. 基于物理模型试验的多层滑带堆积层滑坡-抗滑桩受力特征[J]. 地质科技通报，2021，40(4)：171-178.(ZHANG Jiehao，HU Xinli，XU Chu，et al. Mechanical characteristics of anti-slide pile of multi-layer sliding zone accumulation layer based on physical model test[J]. Bulletin of Geological Science and Technology，2021，40(4)：171-178.(in Chinese))
|
| [24] |
张登项，许 强. 基于底摩擦试验的锦屏一级水电站左岸岩石高边坡变形机制研究[J]. 地质灾害与环境保护，2008，19(1)：71-75.(ZHANG Dengxiang，XU Qiang. Research on deformation mechanism of the high rock-slope at left of Jinping first stage hydropower station by experiment of basal contacting friction[J]. Journal of Geological Hazards and Environment Preservation，2008，19(1)：71-75.(in Chinese))
|
| [26] |
张灵熹，陈 筠，刘恋嘉，等. 云盘头滑坡变形破坏机制研究[J]. 长江科学院院报，2019，36(11)：27-33.(ZHANG Lingxi，CHEN Jun，LIU Lianjia，et al. Simulation on the deformation and failure mechanism of Yunpantou landslide，Guizhou[J]. Journal of Yangtze River Scientific Research Institute，2019，36(11)：27-33.(in Chinese))
|
| [27] |
蔡国军. 澜沧江小湾水电站坝基岩体结构面发育机制及其工程地质特征研究[硕士学位论文][D]. 成都：成都理工大学，2008.(CAI Guojun. Study on genesis and engineering geological characteristics of the rock mass discontinuities in the dam foundation of Xiaowan Hydropower Station of Lancang River[M. S. Thesis][D]. Chengdu：Chengdu University of Technology，2008.(in Chinese))
|
| [29] |
李世愚，和泰名，尹祥础. 岩石断裂力学导论[M]. 合肥：中国科学技术大学出版社，2010：75-114.(LI Shiyu，HE Taiming，YIN Xiangchu. Introduction of rock fracture mechanics[M]. Hefei：University of Science and Technology of China Press，2010：75-114.(in Chinese))
|
2024, Vol. 43 
