| [1] 张倬元,王士天,王兰生. 工程地质分析原理[M]. 北京:地质出版社,1981:227–279.(ZHANG Zhuoyuan,WANG Shitian,WANG Lansheng. Principles of engineering geological analysis[M]. Beijing:Geology Press,1981:227–279.(in Chinese))
[2] 程谦恭,张倬元,黄润秋. 侧翼与滑床复合锁固切向层状岩质滑坡动力学机制与稳定性判据[J]. 岩石力学与工程学报,2004,23(11): 1 874–1 882.(CHENG Qiangong,ZHANG Zhuoyuan,HUANG Runqiu. Dynamics and stability criterion of oblique layered rocky landslide under lockup with combination of flank and bedding plane[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(11): 1 874–1 882.(in Chinese))
[3] 秦四清,王媛媛,马 平. 崩滑灾害临界位移演化的指数律[J]. 岩石力学与工程学报,2010,29(5):873–880.(QIN Siqing,WANG Yuanyuan,MA Ping. Exponential laws of critical displacement evolution for landslides and avalanches[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(5):873–880.(in Chinese))
[4] 钟 助,黄 达,黄润秋. “挡墙溃屈”型滑坡锁固段抗滑稳定性研究[J]. 岩土工程学报,2016,38(9):1 734–1 740.(ZHONG Zhu,HUANG Da,HUANG Runqiu. Anti-sliding stability of locked patch of rock slopes with landslide mode of retaining wall collapse[J]. Chinese Journal of Geotechnical Engineering,2016,38(9):1 734–1 740.(in Chinese))
[5] 何思明,白秀强,欧阳朝军,等. 四川省茂县叠溪镇新磨村特大滑坡应急科学调查[J]. 山地学报,2017,35(4):598–603.(HE Siming,BAI Xiuqiang,OUYANG Chaojun,et al. On the survey of giant landslide at Xinmo village of Diexi Town,Maoxian Country,Sichuan Province,China[J]. Mountain Research,2017,35(4):598–603.(in Chinese))
[6] CHEN H R,QIN S Q,XUE L,et al. Why the Xintan landslide was not triggered by the heaviest historical rainfall:mechanism and review[J]. Engineering Geology,2021,294:106379.
[7] 杨百存,秦四清,薛 雷,等. 岩石加速破裂行为的物理自相似律[J]. 地球物理学报,2017,60(5):1 746–1 760.(YANG Baicun,QIN Siqing,XUE Lei,et al. A physical self-similarity law describing the accelerated failure behavior of rocks[J]. Chinese Journal of Geophysics,2017,60(5):1 746–1 760.(in Chinese))
[8] 荣建东. 盐池河大型崩塌[J]. 地震,1981,(2):33–35.(RONG Jiandong. Large scale landslide of Yanchihe[J]. Earthquake,1981,(2):33–35.(in Chinese))
[9] 郑 光,许 强,刘秀伟,等. 2019年7月23日贵州水城县鸡场镇滑坡——碎屑流特征与成因机制研究[J]. 工程地质学报,2020,28(3):541–556.(ZHENG Guang,XU Qiang,LIU Xiuwei,et al. The Jichang landslide on July 23,2019 in Shuicheng,Guizhou:Characteristics and failure mechanism[J]. Journal of Engineering Geology,2020,28(3):541–556.(in Chinese))
[10] 陈宁生,吴铭洋,李安辉,等. 云南镇雄“1·22”山体滑坡灾害调查[J]. 山地学报,2024,42(3):422–430.(CHEN Ningsheng,WU Mingyang,LI Anhui,et al. Investigation on the“1·22”Mountain landslide disaster in Zhenxiong,Yunnan Province[J]. Mountain Research,2024,42(3):422–430.(in Chinese))
[11] YIN Y P,SUN P,ZHANG M,et al. Mechanism on apparent dip sliding of oblique inclined bedding rockslide at Jiweishan,Chongqing,China[J]. Landslides,2011,8(1):49–65.
[12] 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 Runqiu. Large-scale landslide 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))
[13] YANG B C,BAI J X,DUAN Y T,et al. The unlocked mechanism and instability prediction of a typical locked-segment-type slope in China:the Chana landslide[J]. Bulletin of Engineering Geology and the Environment,2022,81:493.
[14] HUANG R Q,CHEN G Q,GUO F,et al. Experimental study on the brittle failure of the locking section in a large-scale rock slide[J]. Landslides,2016,13(3):583–588.
[15] EINSTEIN H H,VENEZIANO D,BAECHER G B,et al. The effect of discontinuity persistence on rock slope stability[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1983,20(5):227–236.
[16] YANG B C,QIN S Q,XUE L,et al. The reasonable range limit of the shape parameter in the weibull distribution for describing the brittle failure behavior of rocks[J]. Rock Mechanics and Rock Engineering,2021,54(6):1–9.
[17] 田 野. 多时相InSAR技术用于龙羊峡—刘家峡段潜在滑坡识别与形变监测[硕士学位论文][D]. 西安:长安大学,2023.(TIAN Ye. Multi-temporal InSAR technology for potential landslide identification and deformation monitoring in the Longyangxia-Liujiaxia section[M. S. Thesis][D]. Xi¢an:Chang¢an University,2023.(in Chinese))
[18] 吴其伟,王成华. 查纳半成岩巨型滑坡[C]// 中国典型滑坡. 北京:科学出版社,1986:235–240.(WU Qiwei,WANG Chenghua. Half diagenetic giant landslide of Chana slope[C]// Typical Landslide in China Typical landslides in China. Beijing:Science Press,1986:235–240.(in Chinese))
[19] 黄润秋,许 强. 中国典型灾难性滑坡[M]. 北京:科学出版社,2008:94–144.(HUANG Runqiu,XU Qiang. Catastrophic landslides in China[M]. Beijing:Science Press,2008:94–144.(in Chinese))
[20] 李小超. 锁固型边坡开挖变形演化机制研究[博士学位论文][D]. 郑州:华北水利水电大学,2023. (LI Xiaochao. Evolution Mechanism of Slope with Locking Section Due to Excavation[Ph. D. Thesis][D]. Zhengzhou:North China University of Water Resources and Electric Power,2023.(in Chinese))
[21] JI W W,PAN P Z,LIN Q,et al. Do disk-type specimens generate a mode II fracture without confinement[J]. International Journal of Rock Mechanics and Mining Sciences,2016,87:48–54.
[22] DENG Y,YIN F,DENG H L,et al. Research on crack propagation and rock fragmentation efficiency under spherical tooth dynamic indentation[J]. Arabian Journal of Geosciences,2020,13:1–9.
[23] YANG B C,ZHAO W,DUAN Y T. Critical damage threshold of brittle rock failure based on Renormalization Group theory[J]. Geomechanics and Geophysics for Geo-Energy and Geo-Resources,2022,8(5):135–148.
[24] CHENG M Y,YIP J C. Three-Dimensional Asymmetrical Slope Stability Analysis Extension of Bishop¢s,Janbu¢s,and Morgenstern-Price¢s Techniques[J]. Journal of Geotechnical and Geoenvironmental Engineering,2007,133(12):1 544–1 555.
[25] 郑颖人,赵尚毅. 有限元强度折减法在土坡与岩坡中的应用[J]. 岩石力学与工程学报,2004,23(19):3 381–3 388.(ZHENG Yingren,ZHAO Shangyi. Application of strength reduction FEM in soil and rock slope[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(19):3 381–3 388.(in Chinese))
[26] XUE D J,GAO,LU L,et al. An acoustic emission-based cluster damage model for simulating triaxial compression behaviors of granite[J]. Rock Mechanics and Rock Engineering,2020,53(9): 4 201–4 220.
[27] GUO S F,QI S W,ZOU Y,et al. Numerical studies on the failure process of heterogeneous brittle rocks or rock-like materials under uniaxial compression[J]. Materials,2017,10:378–391.
[28] SENFAUTE G,DUPERRET A,LAWRENCE J A. Micro-seismic precursory cracks prior to rock-fall on coastal chalk cliffs:a case study at Mesnil-Val,Normandie,NW France[J]. Natural Hazards and Earth System Science,2009,9(5):1 625–1 641.
[29] 陈竑然,薛 雷,秦四清. 锁固段体积膨胀点的声发射事件能级特征[J]. 华北水利水电大学学报:自然科学版,2018,39(6):19–24.(CHEN Hongran,XUE Lei,QIN Shiqing. Characteristics of the AE event energy level at the volume expansion point of the locked segment[J]. Journal of North China University of Water Resources and Electric Power:Natural Science,2018,39(6):19–24.(in Chinese))
[30] GHASEMI S,KHAMEHCHIYAN M,TAHERI A,et al. Crack evolution in damage stress thresholds in different minerals of granite rock[J]. Rock Mechanics and Rock Engineering,2019,53(3):1–16. |