|
|
|
| Study on regional sliding failure modes and evolution regularity of slopes with weak layers |
| ZHANG Lingfei1,CHEN Zhonghui1,TANG Yuesong2 |
| (1. School of Mechanics and Civil Engineering,China University of Mining and Technology(Beijing),Beijing 100083,China;2. School of Energy and Mining Engineering,China University of Mining and Technology(Beijing),Beijing 100083,China) |
|
|
|
|
Abstract Failure modes and landslide mechanisms of rock slopes with weak layers are of great significance to the study of the stability of open-pit mine slopes. Based on limit equilibrium theory,a regional sliding mechanical model of rock slopes with weak layers is established. The slope above the weak layer is divided into stable region,understable region and unstable region. Mechanical equilibrium equations of the three regions and the stability difference function of the slope are derived. Influence factors of the slope regional stability with a weak layer are studied,and it is revealed that the understable region is the key area of large landslides. The base friction model test of sliding failure process is carried out,and theoretical results are verified. The study shows that regional sliding failure is a typical failure mode of rock slopes with a weak layer,and that the dip angle of the weak layer is the decisive factor affecting the distribution of the stable,understable and unstable regions and that the back end of the understable region of the slope is more sensitive to the dip angle. The slope with a smaller dip angle is more evenly distributed in the three regions,and the slope with a larger dip angle is less stable at the corner. Finally,taking the north landslide in Hejia mining area of Gongchangling open-pit iron mine as the background,the accuracy of the regional sliding failure mode is verified. The research results can provide reference for the research and treatment of similar rock slopes with weak layers.
|
|
|
|
|
|
[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].
Beijing:Science Press,2016:9–15.(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))
[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))
[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))
[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))
[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))
[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))
[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.
[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.
[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))
[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))
[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))
[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))
[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))
[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))
[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))
[17] SLOAN S W. Geotechnical stability analysis[J]. Geotechnique,2013,63(7):531–571.
[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.
[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))
[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)) |
|
|
|