[1] |
张永双,刘筱怡,吴瑞安,等. 青藏高原东缘深切河谷区古滑坡:判识、特征、时代与演化[J]. 地学前缘,2021,28(2):94-105. (ZHANG Yongshuang,LIU Xiaoyi,WU Ruian,et al. Cognization,characteristics,age and evolution of the ancient landslides along the deep-cut valleys on the eastern Tibetan Plateau,China[J]. Earth Science Frontiers,2021,28(2):94-105.(in Chinese))
|
[4] |
FAN X M,SCARINGI G,KORUP O,et al. Earthquake-induced chains of geologic hazards:patterns,mechanisms,and impacts[J]. Reviews of Geophysics,2019,57(2):421-503.
|
[6] |
中华人民共和国行业标准编写组,DZ/T 0219—2006滑坡防治工程设计与施工技术规范[S]. 北京:中国标准出版社,2006.(The Professional Standards Compilation Group of People?s Republic of China. DZ/T 0219—2006 Technical code for design and construction of landslide control engineering[S]. Beijing:China Standards Press,2006.(in Chinese))
|
[2] |
QI T J,MENG X M,QING F,et al. Distribution and characteristics of large landslides in a fault zone:A case study of the NE Qinghai—Tibet Plateau[J]. Geomorphology,2021,379:107592.
|
[8] |
王贵华,李长冬,陈文强,等. 复合多层滑床条件下锚索抗滑桩受力特征研究[J]. 岩石力学与工程学报,2019,38(11):2 219-2 230. (WANG Guihua,LI Changdong,CHEN Wenqiang,et al. Mechanical characteristics of anchored slide-resistant piles under the condition of composite multilayer sliding bed[J]. Chinese Journal of Rock Mechanics and Engineering,2019,38(11):2 219-2 230.(in Chinese))
|
[11] |
任伟中,陈 浩,唐新建,等. 运用钻孔测斜仪监测滑坡抗滑桩变形受力状态研究[J]. 岩石力学与工程学报,2008,27(增2):3 667-3 672.(REN Weizhong,CHEN Hao,TANG Xinjian,et al. Study on monitoring of deformation and stress state of landslide anti-slide piles using borehole inclinometer[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(Supp.2):3 667-3 672.(in Chinese))
|
[12] |
王秀丽,金兆鑫,董文燕,等. 舟曲锁儿头滑坡抗滑桩监测及分析[J]. 水文地质工程地质,2015,42(5):123-128.(WANG Xiuli,JIN Zhaoxin,DONG Wenyan,et al. Monitoring and analysis of anti-slide pile of the Suo?ertou large landslide in Zhouqu[J]. Hydrogeology and Engineering Geology,2015,42(5):123-128.(in Chinese))
|
[14] |
魏少伟,隋颜阳,杨建民. 圆形与矩形截面抗滑桩抗滑性能的模型试验研究[J]. 岩土力学,2019,40(3):951-961.(WEI Shaowei,SUI Yanyang,YANG Jianmin. Model tests on anti-sliding mechanism of circular and rectangular cross section anti-sliding piles[J]. Rock and Soil Mechanics,2019,40(3):951-961.(in Chinese))
|
[16] |
李 哲,朱振国,张 娟,等. 黄土边坡悬臂式与全埋式单排两桩抗滑桩原位模型试验[J]. 中国公路学报,2020,33(4):14-23.(Ll Zhe,ZHU Zhenguo,ZHANG Juan,et al. In-situ model test of a cantilever and full-buried single-row double-pile stabilizing system on a loess slope[J]. China Journal of Highway and Transport,2020,33(4):14-23.(in Chinese))
|
[18] |
傅 翔,谢 强,张永兴,等. 全埋式抗滑桩倾覆破坏的室内模型试验研究[J]. 岩土力学,2014,35(8):2 205-2 211.(FU Xiang,XIE Qiang,ZHANG Yongxing,et al. Model experimental study of toppling failure of fully-embedded anti-sliding pile[J]. Rock and Soil Mechanics,2014,35(8):2 205-2 211.(in Chinese))
|
[22] |
任青阳,赵梦园,谢忠伟,等. 抗滑桩应变特征与内力非线性研究[J]. 水文地质工程地质,2021,48(2):114-124.(REN Qingyang,ZHAO Mengyuan,XIE Zhongwei,et al. A study of the strain characteristics and internal force nonlinearity of anti-slide pile[J]. Hydrogeology and Engineering Geology,2021,48(2):114-124.(in Chinese))
|
[24] |
王贵华,李长冬,陈文强,等. 复合多层滑床条件下锚索抗滑桩受力特征研究[J]. 岩石力学与工程学报,2019,38(11):2 219- 2 230.(WANG Guihua,LI Changdong,CHEN Wenqiang,et al. Mechanical characteristics of anchored slide-resistant piles under the condition of composite multilayer sliding bed[J]. Chinese Journal of Rock Mechanics and Engineering,2019,38(11):2 219-2 230.(in Chinese))
|
[26] |
甘肃省地质环境监测院. 舟曲县南峪乡江顶崖滑坡灾害应急治理工程勘察报告[R]. 兰州:甘肃省地质环境监测院,2018.(Gansu geological environment monitoring Institute. Investigation report on emergency treatment project of Jiangdingya landslide in Nanyu Township,Zhouqu County[R]. Lanzhou:Gansu Geological Environment Monitoring Institute,2018.(in Chinese))
|
[28] |
王鲁男,晏鄂川,宋 琨,等. 滑带土残余强度的速率效应及其对滑坡变形行为的影响[J]. 中南大学学报:自然科学版,2017,48(12):3 350-3 358.(WANG Lunan,YAN Echuan,SONG Kun,et al. Rate effect of residual strength of slip soils and its impact on deformation process of landslides[J]. Journal of Central South University:Science and Technology,2017,48(12):3 350-3 358.(in Chinese))
|
[10] |
张会远,吴 锐,靳喆菲,等. 某滑坡抗滑桩治理效果监测分析[J]. 煤田地质与勘探,2015,43(5):69-73.(ZHANG Huiyuan,WU Rui,JIN Zhefei,et al. Monitoring and analysis of reinforcement effect of anti-slide piles of a slop[J]. Coal Geology and Exploration,2015,43(5):69-73.(in Chinese))
|
[20] |
XU C,HU X L,NIU L F,et al. Physical model test of the deformation behavior and evolutionary process of the multi-sliding zone landslide[J]. Bulletin of Engineering Geology and the Environment,2022,81(10):401.
|
[7] |
陈 冲,王 卫,吕华永. 基于复合抗滑桩模型加固边坡稳定性分析[J]. 岩土力学,2019,40(8):3 207-3 217.(CHEN Chong,WANG Wei,LV Huayong. Stability analysis of slope reinforced with composite anti-slide pile model[J]. Rock and Soil Mechanics,2019,40(8):3 207-3 217.(in Chinese))
|
[17] |
张 娟,李博融,曹升亮,等. 黄土边坡原位直剪与抗滑桩模型试验[J]. 中国公路学报,2019,32(8):35-48.(ZHANG Juan,Ll Borong,CAO Shengliang,et al. Model test of vertical shear and anti-slide pile in situ on loess slope[J]. China Journal of Highway and Transport,2019,32(8):35-48.(in Chinese))
|
[27] |
GUO C B,ZHANG Y S,LI X,et al. Reactivation of giant Jiangdingya ancient landslide in Zhouqu County,Gansu Province,China[J]. Landslides,2020,17:179-190.
|
[9] |
张明熠,吕兆华,杨建波. 软土弯剪作用下大直径刚性桩水平承载性能试验[J]. 同济大学学报:自然科学版,2016,44(8):1 166- 1 172.(ZHANG Mingyi,LV Zhaohua,YANG Jianbo. Experiment on lateral load capacities of large-diameter rigid pile against toppling moment and shear forces under soft soil site conditions[J]. Journal of Tongji University:Natural Science,2016,44(8):1 166-1 172.(in Chinese))
|
[19] |
TANG H M,HU X L,XU C,et al. A novel approach for determining landslide pushing force based onlandslide-pile interactions[J]. Engineering Geology,2014,182:15-24.
|
[5] |
LI Y C,CHEN J P,LI Z H,et al. Comprehensive analysis of a paleo-landslide damming event on the upper reach of the Jinsha River,SE Tibetan Plateau[J]. Bulletin of Engineering Geology and the Environment,2022,81(8):334.
|
[15] |
陈颖骐,王全才. 滑坡设计推力优化计算[J]. 浙江大学学报:工学版,2018,52(7):1 320-1 328.(CHEN Yingqi,WANG Quancai. Optimization calculation of design thrust for landslide[J]. Journal of Zhejiang University:Engineering Science,2018,52(7):1 320-1 328. (in Chinese))
|
[25] |
吴红刚,冯文强. 双排桩治理大型多滑动面滑坡的振动台试验[J]. 铁道工程学报,2015,32(11):30-36.(WU Honggang,FENG Wenqiang. Research on the shaking table test of governance with double-row antislide pile appiled in large-scale multilayer sliding surfaces landslide[J]. Journal of Railway Engineering Society,2015,32(11):30-36.(in Chinese))
|
[3] |
ZHAO X,WANG Y S,WANG S Y,et al. Nature and timing of a prehistoric giant landslide on the eastern margin of the Tibetan Plateau[J]. Journal of Mountain Science,2020,17(6):1 438-1 451.
|
[13] |
黄雪峰,张 蓓,覃小华,等. 悬臂式围护桩受力性状与土压力试验研究[J]. 岩土力学,2015,36(2):340-346.(HUANG Xuefeng,ZHANG Bei,QIN Xiaohua,et al. Experimental investigation on force behavior and earth pressure of cantilever fender pile[J]. Rock and Soil Mechanics,2015,36(2):340-346.(in Chinese))
|
[23] |
中华人民共和国国家标准编写组. GB/T38509—2020滑坡防治设计规范[S]. 北京:中国标准出版社,2020.(The National Standards Compilation Group of People?s Republic of China. GB/T38509— 2020 Design code for landslide control[S]. Beijing:Standards Press of China,2020.(in Chinese))
|
[21] |
程爱平,燕彦君,李 健,等. 成兰铁路高陡边坡稳定性分析及加固措施[J]. 武汉大学学报:工学版,2021,54(6):515-523. (CHENG Aiping,YAN Yanjun,LI Jian,at al. Stability analysis and reinforcement measures of high and steep slope of Cheng—Lan Railway[J]. Engineering Journal of Wuhan University,2021,54(6):515-523.(in Chinese))
|