|
|
|
| Research on failure mode of slope dump on soft layer by model test#br# |
| CHEN Chong1,LV Huayong2,GAO Hainan3,LI Shijun4,WEI Zhen1,CHANG Maomao2,WANG Wei4 |
(1. Department of Engineering Physics,Tsinghua University,Beijing 100084,China;2. School of Resources and Safety Engineering,China University of Mining and Technology(Beijing),Beijing 100083,China;3. School of Mechanics and Civil Engineering,
China University of Mining and Technology(Beijing),Beijing 100083,China;4. School of Civil Engineering,
Tsinghua University,Beijing 100084,China) |
|
|
|
|
Abstract In order to predict the potential failure mode and the entire process of progressive failure of dump slope,a non-contact measurement system developed for model testing is presented. The image acquisition subsystem collects the high resolution photographs during the test. The measurement and analysis subsystem obtains the surface displacement of model and the time curve of displacement at marked points with the speckle technique and tracking technology. With the non-contact measurement system,a series of model tests studying the bottom friction of slope dump on soft layer were performed. The test results show that the failure of slope dump on soft layer is progressive. The failure begins in the toe of the slope and expands gradually towards the deep part of the slope along the weak layer. A through sliding surface is finally formed in the rear part of the slope,then the entire slope slides. The failure cracks can be divided into two types:dislocation cracks with mainly the dislocation deformation and accompanied by horizontal separation,are mainly distributed in the interior of the slope;tension cracks with mainly horizontal separation and accompanied by the dislocation deformation,are mainly distributed in the rear part of slope.
|
|
|
|
|
|
[1] 王家臣,孙书伟. 露天矿边坡工程[M]. 北京:科学出版社,2016:32–39. (WANG Jiachen,SUN Shuwei. Open pit slope engineering[M]. Beijing:Science Press,2016:32–39.(in Chinese))
[2] 邱 宇,徐文彬,周玉新. 我国冶金矿山排土场研究现状及展望[J]. 金属矿山,2016,(9):15–22.(QIU Yu,XU Wenbin,ZHOU Yuxin. Research status and expectation of the waste dump in metallurgical mine in China[J]. Metal Mine,2016,(9):15–22.(in Chinese))
[3] 张 超,杨春和. 粗粒料强度准则与排土场稳定性研究[J]. 岩土力学,2014,35(3):641–646.(ZHANG Chao,YANG Chunhe. Investigation on strength criterion of coarse grained material and stability analysis of waste dump[J]. Rock and Soil Mechanics,2014,35(3):641–646.(in Chinese))
[4] 栾茂田,林 皋,郭 莹. 土体稳定分析的改进滑楔模型及其应用[J]. 岩土工程学报,1995,17(4):1–9.(LUAN Maotian,LIN Gao,GUO Ying. Generalized sliding-wedge method and its application to stability analysis in soil mechanics[J]. Chinese Journal of Geotechnical Engineering,1995,17(4):1–9.(in Chinese))
[5] 冷伍明,赵 健,何 群. 路堤下软土地基承载力的计算研究[J]. 土木工程学报,2005,38(4):120–124.(LENG Wuming,ZHAO Jian,HE Qun. A method for assessing the bearing capacity of a soft soil foundation under embankment[J]. China Civil Engineering Journal,2005,38(4):120–124.(in Chinese))
[6] 王振伟. 井采影响下黄土基底排土场边坡稳定性研究[硕士学位论文][D]. 北京:煤炭科学研究总院,2006.(WANG Zhenwei. Study on the slope stability of loess floor earth-disposal site which has been affected by well mine[M. S. Thesis][D]. Beijing:China Coal Research Institute,2006.(in Chinese))
[7] 赵少飞,栾茂田,范庆来,等. 非均质地基承载力及破坏模式的FLAC数值分析[J]. 岩土力学,2006,27(11):1 909–1 914.(ZHAO Shaofei,LUAN Maotian,FAN Qinglai,et al. FLAC-based numerical analyses of bearing capacity and failure mechanism of strip and circular footings on nonhomogeneous foundations[J]. Rock and Soil Mechanics,2006,27(11):1 909–1 914.(in Chinese))
[8] STEIAKAKIS E,KAVOURIDIS K,MONOPOLIS D. Large scale failure of the external waste dump at the“South Field”lignite mine,Northern Greece[J]. Engineering Geology,2009,104(3/4):269–279.
[9] WANG J,CHEN C. Stability analysis of slope at a disused waste dump by two-wedge model[J]. International Journal of Mining,Reclamation and Environment,2016,31(8):1–14.
[10] XING Z. Three-dimensional stability analysis of concave slopes in plan view[J]. Journal of Geotechnical Engineering,1990,114(6):658–671.
[11] JIANG J C,BAKER R,YAMAGAMI T. The effect of strength envelop nonlinearity on slope stability computations[J]. Canadian Geotechnical Journal,2003,40(2):308–325.
[12] CHENG Y M,LIU H T,WEI W B,et al. Location of critical three-dimensional non-spherical failure surface by NURBS functions and ellipsoid with applications to highway slopes[J]. Computers and Geotechnics,2005,32(6):387–399.
[13] VAUGHAN P R. Discussion:three-dimensional slope stability analysis by elasto-plastic finite elements[J]. Géotechnique,2008,58(8):683–685.
[14] WEI W B,CHENG Y M. Stability analysis of slope with water flow by strength reduction method[J]. Soils and Foundations,2010,50(1):83–92.
[15] CALDWELL J A,MOSS A S. The simplified analysis of mine waste embankments[C]// Symposium on Design of Non-impounding Mine Waste Embankments. Denver USA:[s. n.],1981:47–61
[16] RICHARDS B G,COULTHARD M A. Analysis of slope stability at Goonyella mine[J]. Canadian Geotechnical Journal,1981,18(1):179–194.
[17] 裘家騤. 露天矿排土场的稳定性研究述评[J]. 化工矿山技术,1987,(5):1–5.(QIU Jiakui. Review on the research of the stability of open pit mine dump[J]. Chemical Mining Technology,1987,(5):1–5.(in Chinese))
[18] 祖国林. 黄土基底排土场特征及滑坡模式的探讨[J]. 勘察科学技术,1994,(3):3–7.(ZU Guolin. Loess base dump site characteristics and landslide model[J]. Survey Science and Technology,1994,(3):3–7.(in Chinese))
[19] 祖国林. 倾斜软弱基底排土场滑坡机理模型实验研究[J]. 露天采矿,1989,(1):21–25.(ZU Guolin. Experimental study on landslide mechanism model of inclined soft basement dump[J]. Surface Mining,1989,(1):21–25.(in Chinese))
[20] 张 兴,边 澍. 峨口铁矿1932排土场稳定性对泥石流形成的影响[J]. 矿冶工程,1987,(4):15–19.(ZHANG Xing,BIAN Shu. The influence of the stability of 1932 dump in Ekou Iron Mine on the formation of debris flow[J]. Mining and Metallurgical Engineering,1987,(4):15–19.(in Chinese))
[21] 穆大耀,王勋业. 露天排土场边坡稳定性模拟试验与分析[J]. 昆明工学院学报,1994,(1):12–18.(MU Dayao,WANG Xunye. Simulation test and analysis of slope stability in open-pit dump[J]. Journal of Kunming Institute of Technology,1994,(1):12–18.(in Chinese))
[22] 丁多文,彭光忠,陈从新. 水对排土场边坡作用的模型模拟分析[J]. 工程勘察,1994,(1):11–15.(DING Duowen,PENG Guangzhong,CHEN Congxin. Simulation and analysis of the effect of water on the slope of wasteland[J]. Engineering Investigation,1994,(1):11–15.(in Chinese))
[23] 任 伟,李小春,王少泉,等. 排土场破坏过程及稳定性模型试验研究[J]. 金属矿山,2012,(8):28–33.(REN Wei,LI Xiaochun,WANG Shaoquan,et al. Model test study on failure process and stability of dump site[J]. Metal Mine,2012,(8):28–33.(in Chinese))
[24] 王永强,张继春. 相似试验在排土场滑坡泥石流研究中的应用[J]. 安全与环境学报,2013,13(5):195–198.(WANG Yongqiang,ZHANG Jichun. Dumping landslide debris flow analysis based on the similar tests[J]. Journal of Safety and Environment,2013,13(5):195–198.(in Chinese))
[25] 王 俊,孙书伟,陈 冲. 饱水黄土基底排土场地质力学模型试验研究[J]. 煤炭学报,2014,39(5):861–867.(WANG Jun,SUN Shuwei,CHEN Chong. Geo-mechanical model experiment research of dumping site on loess basement[J]. Journal of China Coal Society,2014,39(5):861–867.(in Chinese))
[26] 陈 冲,张 军. 倾斜基底排土场边坡变形破坏底面摩擦模型实验研究[J]. 金属矿山,2016,(10):150–154.(CHEN Chong,ZHANG June. Experiment on deformation and failure features of waste-dump slope based on inclined and weak layer by the floor friction model[J]. Metal Mine,2016,(10):150–154.(in Chinese))
[27] 张 嘎,王爱霞,牟太平,等. 边坡破坏过程离心模型试验的应力位移场研究[J]. 岩土力学,2008,29(10):2 637–2 641.(ZHANG Ga,WANG Aixia,MU Taiping,et al. Study of stress and displacement fields in centrifuge modeling of slope progressive failure[J]. Rock and Soil Mechanics,2008,29(10):2 637–2 641.(in Chinese))
[28] 张 嘎,王爱霞,张建民,等. 土工织物加筋土坡变形和破坏过程的离心模型试验[J]. 清华大学学报:自然科学版,2008,48(12):2 057–2 060.(ZHANG Ga,WANG Aixia,ZHANG Jianmin,et al. Centrifuge modeling of the failure of geotexile-reinforced slopes[J]. Journal of Tsinghua University:Science and Technology,2008,48(12):2 057–2 060.(in Chinese))
[29] 王丽萍,张 嘎,张建民,等. 土钉加固黏性土坡动力离心模型试验研究[J]. 岩石力学与工程学报,2009,28(6):1 226–1 230. (WANG Liping,ZHANG Ga,ZHANG Jianmin,et al. Dynamic centrifuge modeling test of cohesive soil slopes reinforced with soil nailing[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(6):1 226–1 230.(in Chinese)) |
|
|
|