[1]唐红梅,闫凝,周福川,等.三峡库区公路陡高边坡拉裂-滑塌型危岩破坏机制分析[J].重庆师范大学学报(自然科学版),2021,38(2):38-47.
TANG Hongmei,YAN Ning,ZHOU Fuchuan,et al.Analysis on the failure mechanism of tensile fracture-sliding of unstable rock with steep slope in the Three Gorges reservoir area[J].Journal of Chongqing Normal University (Natural Science),2021,38(2):38-47.
[2]邓正定,詹兴欣,舒佳军,等.冻融循环作用下危岩体稳定性劣化机制及敏感参数分析[J].工程科学与技术,2022,54(2):150-161.
DENG Zhengding,ZHAN Xingxin,SHU Jiajun,et al.Stability deterioration mechanism and sensitive parameter analysis of dangerous rock mass under freeze-thaw cycles[J].Advanced Engineering Sciences,2022,54(2):150-161.
[3]王根龙,伍法权,祁生文.悬臂-拉裂式崩塌破坏机制研究[J].岩土力学,2012,33(增刊2):269-274.
WANG Genlong,WU Faquan,QI Shengwen.Research on failure mechanisms for cantilever and tension crack-type collapse[J].Rock and Soil Mechanics,2012,33(Supplement 2):269-274.
[4]ZHANG K,TAN P,MA G W,et al.Modeling of the progressive failure of an overhang slope subject to differential weathering in three gorges reservoir,China[J].Landslides,2016,13:1303-1313.
[5]崔宏环,刘建坤,张立群,等.含纵向裂隙的悬挑式危岩稳定性分析方法研究[J].铁道工程学报,2016,33(1):11-15.
CUI Honghuan,LIU Jiankun,ZHANG Liqun,et al.A stability analysis method of the overhanging crag with longitudinal cracks[J].Journal of Railway Engineering Society,2016,33(1):11-15.
[6]HUANG R Q,WU L Z,HE Q,et al.Stress intensity factor analysis and the stability of overhanging rock[J].Rock Mechanics and Rock Engineering,2017,50:2135-2142.
[7]冉涛,宋志,蒋正,等.三峡库区万州区四层岩危岩带发育特征、稳定性评价及防治对策[J].沉积与特提斯地质,2023,43(4):817-828.
RAN Tao,SONG Zhi,JIANG Zheng,et al.Development characteristics,stability evaluation and preventive measures of the dangerous rock zone at Sicengyan,Wanzhou District,Three Gorges reservoir area[J].Sedimentary Geology and Tethyan Geology,2023,43(4):817-828.
[8]BOLLA A,PARONUZZI P.Numerical investigation of the pre-collapse behavior and internal damage of an unstable rock slope[J].Rock Mechanics and Rock Engineering,2020,53:2279-2300.
[9]郑安兴,罗先启.危岩水力劈裂分析的扩展有限元法[J].岩土力学,2018,39(9):3461-3468,3476.
ZHENG Anxing,LUO Xianqi.An extended finite element method for modeling hydraulic fracturing in perilous rock[J].Rock and Soil Mechanics,2018,39(9):3461-3468,3476.
[10]王乐华,胡永搏,付寅韬,等.3D打印技术在岩石力学试验中的应用与展望[J].土木工程学报,2023,56(11):137-184.
WANG Lehua,HU Yongbo,FU Yintao,et al.Application and Prospect of 3D printing technology in rock mechanics test[J].China Civil Engineering Journal,2023,56(11):137-184.
[11]ZHU J B,ZHOU T,LIAO Z Y,et al.Replication of internal defects and investigation of mechanical and fracture behaviour of rock using 3D printing and 3D numerical methods in combination with x-ray computerized tomography[J].International Journal of Rock Mechanics and Mining Sciences,2018,106:198-212.
[12]QUE X C,ZHU Z D,HE Y X,et al.Strength and deformation characteristics of irregular columnar jointed rock mass:a combined experimental and theoretical study[J].Journal of Rock Mechanics and Geotechnical Engineering,2022,15(2):429-441.
[13]齐飞飞,张科,谢建斌.基于DIC技术的含不同节理密度类岩石试件破裂机制研究[J].岩土力学,2021,42(6):1669-1680.
QI Feifei,ZHANG Ke,XIE Jianbin.Fracturing mechanism of rock-like specimens with different joint densities based on DIC technology[J].Rock and Soil Mechanics,2021,42(6):1669-1680.
[14]赵程,鲍冲,松田浩,等.数字图像技术在节理岩体裂纹扩展试验中的应用研究[J].岩土工程学报,2015,37(5):944-951.
ZHAO Cheng,BAO Chong,HIROSHI M,et al.Application of digital image correlation method in experimental research on crack propagation of brittle rock[J].Chinese Journal of Geotechnical Engineering,2015,37(5):944-951.
[15]WU L Z,LI B,HUANG R Q,et al.Study on mode i-ii hybrid fracture criteria for the stability analysis of sliding overhanging rock[J].Engineering Geology,2016,209:187-195.
[16]SHARAFISAFA M,SHEN L,XU Q.Characterisation of mechanical behaviour of 3D printed rock-like material with digital image correlation[J].International Journal of Rock Mechanics and Mining Sciences,2018,112:122-138.
[17]宋义敏,张悦,许海亮,等.岩石摩擦滑动位移场时空演化特征研究[J].岩石力学与工程学报,2018,37(8):1777-1784.
SONG Yimin,ZHANG Yue,XU Hailiang,et al.Temporal and spatial characteristics of displacement field of rock friction and sliding[J].Chinese Journal of Rock Mechanics and Engineering,2018,37(8):1777-1784.
[18]保瑞,朱辉,刘享华,等.冻融循环作用下岩桥变形破裂及能量转化特征研究[J].中国安全生产科学技术,2023,19(1):103-108.
BAO Rui,ZHU Hui,LIU Xianghua,et al.Investigation on deformation fracturing and energy conversion characteristics of rock bridge under freeze-thaw cycles[J].Journal of Safety Science and Technology,2023,19(1):103-108.
[19]陈洪凯,鲜学福,唐红梅,等.三峡库区危岩群发性机理与防治——以万州太白岩为例[J].重庆大学学报,2008,31(10):1178-1184.
CHEN Hongkai,XIAN Xuefu,TANG Hongmei,et al.A massive development mechanism and countermeasures for perilous rocks in the Three Gorges Reservoir area of P·R·China:the example of the Taibaiyan cliff at Wanzhou[J].Journal of Chongqing University,2008,31(10):1178-1184.
[20]重庆市质量技术监督局.地质灾害防治工程勘察规范:DB 50/T 143—2018[S].重庆:重庆市质量技术监督局,2018.
[21]JI S,SARUWATARI K.A revised model for the relationship between joint spacing and layer thickness[J].Journal of Structural Geology,1998,20(11):1495-1508.
[22]DU Y,XIE M W,JIANG Y J,et al.Experimental rock stability assessment using the frozen-thawing test[J].Rock Mechanics and Rock Engineering,2017,50:1049-1053.