[1]刘杰,赵兴东,路增祥.露天转地下开采方案优化及边坡稳定性分析[J].东北大学学报(自然科学版),2013,34(9):1327-1329,1334.
LIU Jie,ZHAO Xingdong,LU Zengxiang.Mining scheme optimization and slope stability analysis for transition from open-pit to underground mining [J].Journal of Northeastern University(Natural Science),2013,34(9) :1327-1329,1334.
[2]ULLAH S,KHAN U M,REHMAN G.A brief review of the slope stability analysis methods[J].Geological Behavior,2020,4(2):73-77.
[3]CHENG M Y,LAU K C.Slope stability analysis and stabilization[M].Florida:Taylor and Francis,CRC Press,2014.
[4]师文豪,杨天鸿,王培涛,等.露天矿边坡岩体稳定性各向异性分析方法及工程应用[J].岩土工程学报,2014,36(10):1924-1933.
SHI Wenhao,YANG Tianhong,WANG Peitao,et al.Anisotropy analysis method for stability of open-pit slope rock mass and its application [J].Chinese Journal of Geotechnical Engineering,2014,36(10):1924-1933.
[5]乔国文,王运生,房冬恒.西南某电站右岸开挖边坡稳定性的FLAC~(3D)分析[J].工程地质学报,2004(3):280-284.
QIAO Guowen,WANG Yunsheng,FANG Dongheng.A FLAC3D analysis of the slope stability at a hydropower station[J].Journal of Engineering Geology,2004(3):280-284.
[6]陈松.基于有限元和极限平衡法的边坡稳定性分析[J].黑龙江水利科技,2020,48(11):40-42,102.
CHEN Song.Slope stability analysis based on finite element and limit equilibrium method [J].Heilongjiang Science and Technology of Water Conservancy,2020,48(11):40-42,102.
[7]侯永康.庙沟铁矿露天转地下开采边坡失稳机理研究[D].唐山:华北理工大学,2016.
[8]王云飞,钟福平.露天转地下开采边坡失稳数值模拟与实验研究[J].煤炭学报,2013,38(增刊1):64-69.
WANG Yunfei,ZHONG Fuping.Study on slope instability in transition from open-pit to underground mining by similar experiment and numerical simulation[J].Journal of China Coal Society,2013,38(Supplement 1):64-69.
[9]张定邦.高陡边坡与崩落法地下开采相互影响机理模型试验研究[D].武汉:中国地质大学,2013.
[10]张明,刘同达,于正兴,等.遗留煤柱边界下方撤面巷道合理位置确定研究[J].中国安全生产科学技术,2024,20(1):50-57.
ZHANG Ming,LIU Tongda,YU Zhengxing,et al.Study on determination of reasonable position of retreating roadway under the boundary of the residual coal pillar [J].Journal of Safety Science and Technology,2024,20(1):50-57.
[11]邵明利,陈秀荣.露天矿边帮采煤留设煤柱技术[J].露天采矿技术,2014(11):44-46,49.
SHAO Mingli,CHEN Xiurong.Mining setting coal pillar technology in open-pit mine slope[J].Opencast Mining Technology,2014(11):44-46,49.
[12]崔希民,逯颖,张兵.基于载荷转移距离和有效宽度的煤柱稳定性评价方法[J].煤炭学报,2017,42(11):2792-2798.
CUI Ximin,LU Ying,ZHANG Bing.Pillar stability evaluation based on load transfer distance and pillar effective width [J].Journal of China Coal Society,2017,42(11):2792-2798.
[13]陈彦龙,吴豪帅.露天矿端帮开采下的支撑煤柱突变失稳机理研究[J].中国矿业大学学报,2016,45(5):859-865.
CHEN Yanlong,WU Haoshuai.Catastrophe instability mechanism of rib pillar in open-pit highwall mining [J].Journal of China University of Mining & Technology,2016,45(5):859-865.
[14]王瑞,闫帅,柏建彪,等.端帮开采下煤柱破坏宽度计算及失稳机制研究[J].岩土力学,2019,40(8):3167-3180.
WANG Rui,YAN Shuai,BAI Jianbiao,et al.Theoretical analysis of the destabilization mechanism and the damaged width of rib pillar in open-pit highwall mining [J].Rock and Soil Mechanics,2019,40(8):3167-3180.
[15]中华人民共和国住房和城乡建设部.煤炭工业露天矿边坡工程设计标准:GB/T 51289—2018 [S].北京:中国计划出版社,2018.
[1]陈建宏,郑荣凯,陈 浩.基于PCA和BP神经网络边坡稳定性分析[J].中国安全生产科学技术,2014,10(5):142.[doi:10.11731/j.issn.1673-193x.2014.05.023]
CHEN Jianhong,ZHENG Rongkai,CHEN Hao.Analysis on slope stability based on combination of PCA and BP neural network[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2014,10(9):142.[doi:10.11731/j.issn.1673-193x.2014.05.023]
[2]陈祖云,张桂珍,邬长福,等.基于支持向量机的边坡稳定性预测研究 *[J].中国安全生产科学技术,2009,5(4):101.
CHEN Zu yun,ZHANG Gui zhen,WU Chang fu,et al.Study of prediction of slope stability based on support vector machines[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2009,5(9):101.
[3]邵良杉,马寒,温廷新.基于RF-ELM模型的边坡稳定性预测研究[J].中国安全生产科学技术,2015,11(3):93.[doi:10.11731/j.issn.1673-193x.2015.03.015]
SHAO Liang-shan,MA Han,WEN Ting-xin.Study on slope stability prediction based on RF-ELM model[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2015,11(9):93.[doi:10.11731/j.issn.1673-193x.2015.03.015]
[4]曹兰柱,李亚雷,王东,等.软弱基底排土场变形破坏治理措施研究[J].中国安全生产科学技术,2015,11(8):83.[doi:10.11731/j.issn.1673-193x.2015.08.014]
CAO Lan-zhu,LI Ya-lei,WANG Dong,et al.Research on control measures for deformation and failure of dump with weak basement[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2015,11(9):83.[doi:10.11731/j.issn.1673-193x.2015.08.014]
[5]王东,浦凤山,曹兰柱,等.平庄西露天矿露井联采高陡长大
边坡稳定性监测研究[J].中国安全生产科学技术,2015,11(11):124.[doi:10.11731/j.issn.1673-193x.2015.11.021]
WANG Dong,PU Feng-shan,CAO Lan-zhu,et al.Study on stability monitoring of large high-steep slope under combined
open-pit with underground mining in Pingzhuang western open-pit mine[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2015,11(9):124.[doi:10.11731/j.issn.1673-193x.2015.11.021]
[6]李亮,朱建旺,赵炼恒,等.含孤石土质边坡稳定性及破坏特征的数值分析*[J].中国安全生产科学技术,2021,17(8):43.[doi:10.11731/j.issn.1673-193x.2021.08.007]
LI Liang,ZHU Jianwang,ZHAO Lianheng,et al.Numerical analysis on stability and failure characteristics of soil slope containing solitary stone[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2021,17(9):43.[doi:10.11731/j.issn.1673-193x.2021.08.007]
[7]谷拴成,张志飞,杨超凡,等.考虑煤岩体成拱效应的工作面区段煤柱合理尺寸研究[J].中国安全生产科学技术,2021,17(9):77.[doi:10.11731/j.issn.1673-193x.2021.09.012]
GU Shuancheng,ZHANG Zhifei,YANG Chaofan,et al.Study on reasonable size of coal pillars in working face section considering arching effect of coal and rock mass[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2021,17(9):77.[doi:10.11731/j.issn.1673-193x.2021.09.012]
[8]刘向峰,郝国亮,张怡斌,等.草本植物对排土场边坡稳定性提升效果研究*[J].中国安全生产科学技术,2021,17(9):103.[doi:10.11731/j.issn.1673-193x.2021.09.016]
LIU Xiangfeng,HAO Guoliang,ZHANG Yibin,et al.Study on improvement effect of herb plants on slope stability of dumping site[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2021,17(9):103.[doi:10.11731/j.issn.1673-193x.2021.09.016]
[9]钟军豪,杨小礼.局部失稳条件下抗滑桩加固边坡的三维稳定性分析*[J].中国安全生产科学技术,2023,19(8):108.[doi:10.11731/j.issn.1673-193x.2023.08.016]
ZHONG Junhao,YANG Xiaoli.Three-dimensional stability analysis of slope reinforced by anti-slide piles under local instability condition[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2023,19(9):108.[doi:10.11731/j.issn.1673-193x.2023.08.016]
[10]吴豪洋,张小强,钟港,等.降雨条件下凝灰质砂岩软化特征及边坡稳定性研究*[J].中国安全生产科学技术,2023,19(12):86.[doi:10.11731/j.issn.1673-193x.2023.12.011]
WU Haoyang,ZHANG Xiaoqiang,ZHONG Gang,et al.Study on softening characteristics of tuffaceous sandstone and slope stability under rainfall conditions[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2023,19(9):86.[doi:10.11731/j.issn.1673-193x.2023.12.011]