[1] |
王家臣,孙书伟. 露天矿边坡工程[M]. 北京:科学出版社,2016:9-15.(WANG Jiachen,SUN Shuwei. Open pit slope engineering[M].
|
[10] |
王家臣,陈 冲. 露天矿节理岩质边坡稳定性分析[J]. 煤炭学报,2017,42(7):1 643-1 649.(WANG Jiachen,CHEN Chong. Stability analysis for jointed rock slope in an open iron ore mine[J]. Journal of China Coal Society,2017,42(7):1 643-1 649.(in Chinese))
|
[17] |
SLOAN S W. Geotechnical stability analysis[J]. Geotechnique,2013,63(7):531-571.
|
|
Beijing:Science Press,2016:9-15.(in Chinese))
|
[4] |
杨天鸿,王 赫,董 鑫,等. 露天矿边坡稳定性智能评价研究现状、存在问题及对策[J]. 煤炭学报,2020,45(6):2 277-2 295. (YANG Tianhong,WANG He,DONG Xin,et al. Current situation,problems and countermeasures of intelligent evaluation of slope stability in open pit[J]. Journal of China Coal Society,2020,45(6):2 277-2 295.(in Chinese))
|
[6] |
王金安,黄 琨,张 然. 高陡复杂露天矿边坡地应力场分区非线性反演分析[J]. 岩土力学,2013,34(增2):214-221.(WANG Jin'an,HUANG Kun,ZHANG Ran. Sub-regional nonlinear in-situ stress inversion analysis of complex high steep slope of open pit[J]. Rock and Soil Mechanics,2013,34(Supp.2):214-221.(in Chinese))
|
[8] |
CAMBIO D,HICKS D D,MOFFITT K,et al. Back-analysis of the Bingham Canyon South Wall:a quasi-static complex slope movement mechanism[J]. Rock Mechanics and Rock Engineering,2019,52(12):4 953-4 977.
|
[11] |
孙书伟,王玉凯,庞 博. 一种岩质边坡结构面三维随机网络模拟方法[J]. 矿业科学学报,2018,3(5):461-469.(SUN Shuwei,WANG Yukai,PANG Bo. A method of 3D network modeling of discontinuities in rock slope[J]. Journal of Mining Science and Technology,2018,3(5):461-469.(in Chinese))
|
[14] |
刘天苹,李世海,刘晓宇. 节理化岩质边坡随机结构面有限元和离散元耦合计算方法研究[J]. 岩石力学与工程学报,2014,33(增1):3 114-3 122.(LIU Tianping,LI Shihai,LIU Xiaoyu. Study of dem and fem combination method for stochastic structural plane in jointed rock slope[J]. Chinese Journal of Rock Mechanics and Engineering,2014,33(Supp.1):3 114-3 122.(in Chinese))
|
[16] |
龙建辉,赵邦强,李 坤. 顺层岩质边坡多级滑动模式及成因机理分析[J]. 中国矿业大学学报,2016,45(6):1 156-1 163.(LONG Jianhui,ZHAO Bangqiang,LI Kun. Multistage sliding mode and formation mechanism of bedding rock slope[J]. Journal of China University of Mining and Technology,2016,45(6):1 156-1 163.(in Chinese))
|
[18] |
GEERALT V D H,JOACHIM R,THOMAS M. Finite element simulation of slow-moving natural slope in the Upper-Austrian Alps using a visco-hypoplastic constitutive model[J]. Geomorphology,2009,103(1):136-142.
|
[20] |
闫孔明,刘飞成,朱崇浩,等. 地震作用下含倾斜软弱夹层斜坡场地的动力响应特性研究[J]. 岩石力学与工程学报,2017,36(11):2 686-2 698.(YAN Kongming,LIU Feicheng,ZHU Chonghao,et al. Dynamic responses of slopes with intercalated soft layers under seismic excitations[J]. Chinese Journal of Rock Mechanics and Engineering,2017,36(11):2 686-2 698.(in Chinese))
|
[21] |
闫孔明,刘飞成,张建经,等. 地震作用下含倾斜软弱夹层边坡内群桩的弯曲变形研究[J]. 岩石力学与工程学报,2017,36(8):1 966-1 976.(YAN Kongming,LIU Feicheng,ZHANG Jianjing,et al. Bending deformation of pile group in the slope with intercalated weak layer under seismic excitations[J]. Chinese Journal of Rock Mechanics and Engineering,2017,36(8):1 966-1 976.(in Chinese))
|
[2] |
中华人民共和国统计局. 中国统计年鉴[M]. 北京:中国统计出版社,2019:8-29.(National Bureau of Statistics of China. China statistical yearbook[M]. Beijing:China Statistics Press,2019:8-29.(in Chinese))
|
[7] |
曹兰柱,李惠发,王 珍,等. 露天矿高陡边坡变形破坏机理及稳定性[J]. 辽宁工程技术大学学报:自然科学版,2018,37(1):7-13.(CAO Lanzhu,LI Huifa,WANG Zhen,et al. Deformation failure mechanism and stability of high and steep slope in open-pit mine[J]. Journal of Liaoning Technical University:Natural Science,2018,37(1):7-13.(in Chinese))
|
[9] |
HIBERT C,EKSTRÖM G,STARK C P. Dynamics of the Bingham Canyon Mine landslides from seismic signal analysis[J]. Geophysical Research Letters,2014,41(13):4 535-4 541.
|
[12] |
任月龙,才庆祥,舒继森,等. 爆破震动及结构面渐进破坏对边坡稳定性影响[J]. 采矿与安全工程学报,2014,31(3):435-440.(REN Yuelong,CAI Qingxiang,SHU Jisen,et al. Influence of blasting vibration and structural plane progressive failure on slope stability[J]. Journal of Mining and Safety Engineering,2014,31(3):435-440.(in Chinese))
|
[19] |
黄润秋. 岩石高边坡发育的动力过程及其稳定性控制[J]. 岩石力学与工程学报,2008,27(8):1 525-1 544.(HUANG Runqiu. Geodynamical process and stability control of high rock slope development[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(8):1 525-1 544.(in Chinese))
|
[5] |
刘 佳,陈忠辉,姬东晓,等. 露天矿高边坡破坏机理研究的强度折减法[J]. 金属矿山,2018,(9):74-78.(LIU Jia,CHEN Zhonghui,JI Dongxiao,et al. Damage mechanism research on high slope stability of open-pit mine based on strength reduction method[J]. Metal Mine,2018,(9):74-78.(in Chinese))
|
[15] |
龙建辉,任 杰,曾凡桂,等. 双软弱夹层岩质滑坡的滑动模式及变形规律[J]. 煤炭学报,2019,44(10):3 031-3 040.(LONG Jianhui,REN Jie,ZENG Fangui,et al. Sliding mode and deformation law of double weak interlayer rock landslide[J]. Journal of China Coal Society,2019,44(10):3 031-3 040.(in Chinese))
|
[3] |
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 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))
|
[13] |
邬爱清,汪 斌. 基于岩体质量指标BQ的岩质边坡工程岩体分级方法[J]. 岩石力学与工程学报,2014,33(4):699-706.(WU Aiqing,WANG Bin. Engineering rock mass classification method based on rock mass quality index BQ for rock slope[J]. Chinese Journal of Rock Mechanics and Engineering,2014,33(4):699-706.(in Chinese))
|