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软-陡基底排土场边坡破坏模式与机理

王家臣 李阳春 徐文彬 栾茂旭

王家臣, 李阳春, 徐文彬, 栾茂旭. 软-陡基底排土场边坡破坏模式与机理[J]. 矿业科学学报, 2021, 6(2): 139-147. doi: 10.19606/j.cnki.jmst.2021.02.001
引用本文: 王家臣, 李阳春, 徐文彬, 栾茂旭. 软-陡基底排土场边坡破坏模式与机理[J]. 矿业科学学报, 2021, 6(2): 139-147. doi: 10.19606/j.cnki.jmst.2021.02.001
Wang Jiachen, Li Yangchun, Xu Wenbin, Luan Maoxu. Failure mode and mechanism of mine waste dump with a soft and steep layer base[J]. Journal of Mining Science and Technology, 2021, 6(2): 139-147. doi: 10.19606/j.cnki.jmst.2021.02.001
Citation: Wang Jiachen, Li Yangchun, Xu Wenbin, Luan Maoxu. Failure mode and mechanism of mine waste dump with a soft and steep layer base[J]. Journal of Mining Science and Technology, 2021, 6(2): 139-147. doi: 10.19606/j.cnki.jmst.2021.02.001

软-陡基底排土场边坡破坏模式与机理

doi: 10.19606/j.cnki.jmst.2021.02.001
基金项目: 

国家重点研发计划 2018YFC0808403

详细信息
    作者简介:

    王家臣(1963—),男,黑龙江方正人,博士,教授,主要从事厚煤层开采、岩层控制及露天矿边坡等方面的教学与科研工作。Tel:010-62339061,E-mail:wangjiachen@vip.sina.com

    通讯作者:

    徐文彬(1985—),男, 江西上饶人, 博士,副教授,主要从事矿山压力与岩层控制及边坡工程的研究工作。Tel:18612987658,E-mail:xuwb08@163.com

  • 中图分类号: TD824.8

Failure mode and mechanism of mine waste dump with a soft and steep layer base

  • 摘要: 针对西藏甲玛铜矿角岩排土场基底倾角大、表土层软的特点,以该地区排土场为工程背景,基于相似模拟原理,采用底摩擦试验与数值模拟相结合的方法,进行了软-陡基底排土场失稳模式和机理研究;通过非接触式位移监测系统获得了排土场变形移动演化规律。试验结果表明:①软-陡基底排土场变形失稳大致分为坡脚卸荷变形、垂直张拉裂缝贯通和张拉裂缝扩展三个阶段;②基底软弱土层受压,坡脚处软弱土层受剪切作用明显,是滑移变形失稳触发地带;③潜在滑移面穿过软弱土层,形成近似圆弧滑面。软-陡基底排土场失稳破坏主要呈现沉降、拉裂和滑移模式。
  • 图  1  角岩排土场平面图

    Figure  1.  Plan of the Jiaoyan waste dump

    图  2  角岩排土场A-A剖面图

    Figure  2.  Section A-A of Jiao-yan waste dump

    图  3  模型剖面

    Figure  3.  Layout of the designed model

    图  4  底摩擦试验台与运动相机

    Figure  4.  Bottom friction test bench and moving camera

    图  5  模型破坏过程

    Figure  5.  Model destruction process

    图  6  水平位移等值线云图

    Figure  6.  Horizontal displacement contour

    图  7  垂直位移等值线云图

    Figure  7.  Vertical displacement contour

    图  8  总位移等值线云图

    Figure  8.  Contours of total displacement in model

    图  9  特征点位置

    Figure  9.  Representative point location

    图  10  特征点位移时程曲线

    Figure  10.  Time-dependent displacement curves of representative points

    图  11  软-陡基底排土场位移场特征

    Figure  11.  Displacement contour of waste dump slope with soft and steep base

    图  12  软-陡基底排土场剪应变分布云图

    Figure  12.  Shear strain contour of waste dump slope with soft and steep base

    图  13  排土场潜在滑移面位置

    Figure  13.  Potential slip surface location of waste dump

    表  1  排土场岩土体物理力学参数

    Table  1.   Physical and mechanical parameters of in-situ rock and soil

    名称 容重/(t·m-3) 黏聚力/kPa 内摩擦角/(°) 弹性模量/GPa 泊松比
    散体物料 2.24 55.41 42.52 0.80 0.30
    风积土 2.04 35.54 26.70 0.52 0.40
    基岩 2.55 650 34.00 7.30 0.23
    下载: 导出CSV

    表  2  试验材料配比

    Table  2.   Proportion of model materials

    名称 砂子/% 石膏/% 石灰/% */% 硼砂浓度/% 黏土/%
    散体物料 89 9 2 14.3 1 0
    风积土 0 0 0 14.5 0 100
    基岩 88 8 4 14.3 1 0
    *水的用量以占固体质量分数计算。
    下载: 导出CSV
  • [1] 王家臣, 孙书伟. 露天矿边坡工程[M]. 北京: 科学出版社, 2016.
    [2] 陈冲. 软弱基底排土场边坡破坏模式与稳定性分析[D]. 北京: 中国矿业大学(北京), 2018.
    [3] 陈冲, 吕华永, 高海南, 等. 软弱基底排土场边坡破坏模式模型试验研究[J]. 岩石力学与工程学报, 2018, 37(9): 2093-2109. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201809009.htm

    Chen Chong, Lü Huayong, Gao Hainan, et al. Research on failure mode of slope dump on soft layer by model test[J]. Chinese Journal of Rock Mechanics and Engineering, 2018, 37(9): 2093-2109. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201809009.htm
    [4] 李伟, 张忠超. 排土场边坡变形稳定性及失稳位移判据研究[J]. 煤矿安全, 2019, 50(5): 277-280. https://www.cnki.com.cn/Article/CJFDTOTAL-MKAQ201905066.htm

    Li Wei, Zhang Zhongchao. Study on deformation stability and instability displacement criterion of dump slope[J]. Safety in Coal Mines, 2019, 50(5): 277-280. https://www.cnki.com.cn/Article/CJFDTOTAL-MKAQ201905066.htm
    [5] 吴军, 汪洪星, 谈云志, 等. 软弱基底诱发湖区排土场失稳机理研究[J]. 武汉理工大学学报, 2015, 37(9): 84-89, 99. https://www.cnki.com.cn/Article/CJFDTOTAL-WHGY201509016.htm

    Wu Jun, Wang Hongxing, Tan Yunzhi, et al. The mecha-nism research of waste-dump in lake area failure caused by soft base[J]. Journal of Wuhan University of Technology, 2015, 37(9): 84-89, 99. https://www.cnki.com.cn/Article/CJFDTOTAL-WHGY201509016.htm
    [6] 关锌. 露天矿软弱基底内部排土场稳定性研究[J]. 煤炭科学技术, 2013, 41(1): 63-65. https://www.cnki.com.cn/Article/CJFDTOTAL-MTKJ201301014.htm

    Guan Xin. Study on stability of in pit dump with soft and weak base floor in open pit mine[J]. Coal Science and Technology, 2013, 41(1): 63-65. https://www.cnki.com.cn/Article/CJFDTOTAL-MTKJ201301014.htm
    [7] 舒继森, 才庆祥, 车兆学. 倾斜基底软岩排土场边坡失稳机理及防治措施[J]. 阜新矿业学院学报: 自然科学版, 1997, 16(6): 670-673. https://www.cnki.com.cn/Article/CJFDTOTAL-FXKY199706008.htm

    ShuJisen, Cai Qingxiang, Che Zhaoxue. Failure mechanism and prevention measures of slope in soft rock dumping site with inclined basement[J]. Journal of Liaoning Technical University: Natural Science, 1997, 16(6): 670-673. https://www.cnki.com.cn/Article/CJFDTOTAL-FXKY199706008.htm
    [8] 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. https://www.cnki.com.cn/Article/CJFDTOTAL-MTXB201405011.htm

    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. https://www.cnki.com.cn/Article/CJFDTOTAL-MTXB201405011.htm
    [9] 王玉凯, 孙书伟, 庞博, 等. 露天矿软弱基底排土场卸荷变形机制试验研究[J]. 岩石力学与工程学报, 2020, 39(2): 359-373. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX202002015.htm

    Wang Yukai, Sun Shuwei, Pang Bo, et al. Experimental study on unloading deformation mechanisms of soft base dumps of open-pit mines[J]. Chinese Journal of Rock Mechanics and Engineering, 2020, 39(2): 359-373. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX202002015.htm
    [10] Liu H, Xu Q, Li Y, et al. Response of high‐strength rock slope to seismic waves in a shaking table test[J]. Bulletin of the Seismological Society of America, 2013, 103(6): 3012-3025. doi: 10.1785/0120130055
    [11] 王衍汇, 倪万魁, 李征征, 等. 工程开挖引起的黄土边坡变形破坏机理分析[J]. 西北地质, 2015, 48(4): 210-217. doi: 10.3969/j.issn.1009-6248.2015.04.021

    Wang Yanhui, Ni Wankui, Li Zhengzheng, et al. Study on the deformation and failure mechanism of loess slope caused by engineering excavation[J]. Northwestern Geology, 2015, 48(4): 210-217. doi: 10.3969/j.issn.1009-6248.2015.04.021
    [12] 龚文俊, 陶志刚, 何满潮. 岩质边坡弯曲倾倒破坏及支护DDA方法模拟[J]. 矿业科学学报, 2019, 4(6): 489-497. https://www.cnki.com.cn/Article/CJFDTOTAL-KYKX201906003.htm

    Gong Wenjun, Tao Zhigang, He Manchao. Using the discontinuous deformation analysis method to analyze the flexural toppling failure of the rock slope and the reinforcement[J]. Journal of Mining Science and Technology, 2019, 4(6): 489-497. https://www.cnki.com.cn/Article/CJFDTOTAL-KYKX201906003.htm
    [13] 张娜, 张博, 柳龙标, 等. 降雨渗流对边坡稳定性影响的数值分析[J]. 矿业科学学报, 2017, 2(2): 120-128. https://www.cnki.com.cn/Article/CJFDTOTAL-KYKX201702004.htm

    Zhang Na, Zhang Bo, Liu Longbiao, et al. Numerical an-alysis of slope stability under the effect of rainfall infiltration[J]. Journal of Mining Science and Technology, 2017, 2(2): 120-128. https://www.cnki.com.cn/Article/CJFDTOTAL-KYKX201702004.htm
    [14] 陶志刚, 李梦楠, 庞仕辉, 等. 高恒阻大变形锚索静力学特性数值模拟分析及应用[J]. 矿业科学学报, 2020, 5(1): 34-44. https://www.cnki.com.cn/Article/CJFDTOTAL-KYKX202001004.htm

    Tao Zhigang, Li Mengnan, Pang Shihui, et al. Research on mechanical property and engineering application of cable with high constant resistance and large deformation[J]. Journal of Mining Science and Technology, 2020, 5(1): 34-44. https://www.cnki.com.cn/Article/CJFDTOTAL-KYKX202001004.htm
    [15] 杨幼清, 胡夏嵩, 李希来, 等. 高寒矿区软弱基底排土场边坡稳定性数值模拟[J]. 地质与勘探, 2020, 56(1): 198-208. https://www.cnki.com.cn/Article/CJFDTOTAL-DZKT202001020.htm

    Yang Youqing, Hu Xiasong, Li Xilai, et al. Numerical si-mulation of slope stability of the mine dump with a soft basement in alpine regions[J]. Geology and Exploration, 2020, 56(1): 198-208. https://www.cnki.com.cn/Article/CJFDTOTAL-DZKT202001020.htm
    [16] 董云. 边坡变形破坏机制的底摩擦试验模拟[J]. 东北公路, 2003, 26(4): 66-68. https://www.cnki.com.cn/Article/CJFDTOTAL-DBGL200304025.htm

    Dong Yun. Floor-friction simulation for deformation and failure of slope[J]. Northeastern Highway, 2003, 26(4): 66-68. https://www.cnki.com.cn/Article/CJFDTOTAL-DBGL200304025.htm
    [17] 冯文凯, 石豫川, 柴贺军, 等. 缓倾角层状高边坡变形破坏机制物理模拟研究[J]. 中国公路学报, 2004, 17(2): 32-36. doi: 10.3321/j.issn:1001-7372.2004.02.007

    Feng Wenkai, Shi Yuchuan, Chai Hejun, et al. Study of mechanism of deformation failure of a low-angle bedded high slope with physical simulation method[J]. China Journal of Highway and Transport, 2004, 17(2): 32-36. doi: 10.3321/j.issn:1001-7372.2004.02.007
    [18] 翟雷. 西藏甲玛铜多金属矿排土场边坡稳定性研究[D]. 绵阳: 西南科技大学, 2019.
    [19] 徐进. 斜坡变形破坏几种基本地质力学模式的物理模拟研究[D]. 成都: 成都理工大学, 1987.
    [20] Pan X H, Sun H Y, Wu Z J, et al. Study of the failure mechanism and progressive failure process of intact rock patches of rock slope with weak surfaces[J]. Rock Mechanics and Rock Engineering, 2017, 50(4): 951-966. doi: 10.1007/s00603-016-1143-5
    [21] 兰志勇, 赵建军, 翟崇, 等. 软弱基座型斜坡变形破坏机制模拟研究[J]. 工程地质学报, 2014, 22(3): 421-427. https://www.cnki.com.cn/Article/CJFDTOTAL-GCDZ201403013.htm

    Lan Zhiyong, Zhao Jianjun, Zhai Chong, et al. Failure mechanism of slopes with soft base from numerical simulation[J]. Journal of Engineering Geology, 2014, 22(3): 421-427. https://www.cnki.com.cn/Article/CJFDTOTAL-GCDZ201403013.htm
    [22] 何保, 宋帅. 基于GeoStudio的边坡稳定性分析及支护方案选择的理论探讨[J]. 地质与勘探, 2019, 55(5): 1329-1335. https://www.cnki.com.cn/Article/CJFDTOTAL-DZKT201905021.htm

    He Bao, Song Shuai. Theoretical analysis of slope sta-bility and support scheme selection based on software geostudio[J]. Geology and Exploration, 2019, 55(5): 1329-1335. https://www.cnki.com.cn/Article/CJFDTOTAL-DZKT201905021.htm
    [23] 李风增. 基于GEO-Slope/W的土质高边坡稳定性分析[J]. 华北水利水电大学学报: 自然科学版, 2015, 36(5): 67-70. https://www.cnki.com.cn/Article/CJFDTOTAL-HBSL201505015.htm

    Li Fengzeng. Stability analysis on high soil slope based on the GEO-Slope / W program[J]. Journal of North China University of Water Resources and Electric Power: Natural Science Edition, 2015, 36(5): 67-70. https://www.cnki.com.cn/Article/CJFDTOTAL-HBSL201505015.htm
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出版历程
  • 收稿日期:  2020-08-25
  • 修回日期:  2020-09-02
  • 刊出日期:  2021-04-07

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