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.10 工程科学学报,第44卷,第X期 (唐芬,郑颖人.强度储备安全系数不同定义对稳定系数的影响 (交通部第二公路勘察设计院.路基:公路设计手册.2版.北京: 土木建筑与环境工程,2009,31(3):61) 人民交通出版社,2004) [25]Wu S C,Han L Q,Li Z P,et al.Discussion on the methods for [33]Ministry of Water Resources of the People's Republic of China, determining slope safety factor based on stress state of the sliding People's Republic of China.SL386-2016 Design Code for surface.J China Univ Min Technol,2018,47(4):719 Engineered Slopes in Water Resources and Hydropower Projects. (吴顺川,韩龙强,李志鹏,等.基于滑面应力状态的边坡安全系 Beijing:China Water Power Press,2016 数确定方法探讨.中国矿业大学学报,2018,47(4):719) (中华人民共和国水利部.SL386一2016水利水电工程边坡设计 [26]Zheng H,Tian B,Liu D F,et al.On definitions of safety factor of 规范.北京:中国水利水电出版社,2016) slope stability analysis with finite element method.ChinJ Rock [34]Sun Y K,Ni HC,Yao B K.Stability Analysis of Slope Rock Mass. Mech Eng,2005,24(13:2225 Beijing:Science Press,1988 (郑宏,田斌,刘德富,等.关于有限元边坡稳定性分析中安全系 (孙玉科,倪会宠,姚宝魁.边坡岩体稳定性分析.北京:科学出 数的定义问题.岩石力学与工程学报,2005,24(13):2225) 版社,1988) [27]Huang X G.Similarities and differences between stability factor [35]Ministry of Housing and Urban-Rural Development,People's and safety factor of landslide.J Lanzhou Jiaotong Univ,2015, Republic of China.GB50197-2015 Code for Design of Open Pit 34(6):32 Mine of Coal Industry.Beijing:China Planning Press,2015 (黄先光.滑坡稳定系数与安全系数的异同.兰州交通大学学报, (中华人民共和国住房和城乡建设部.GB50197一2015煤炭工 2015,34(6):32) 业露天矿设计规范.北京:中国计划出版社,2015) [28]Zheng Y R,Zhao S Y.Discussion on safety factors of slope and [36]Wu Z G,Wu S C Probabilistic back analysis method for landslide engineering design.Chin J Rock Mech Eng,2006,25(9): determining surrounding rock parameters of deep hard rock tunnel, 1937 Chin J Eng,2019,41(1):78 (郑颖人,赵尚毅.边(滑)坡工程设计中安全系数的讨论.岩石力 (吴忠广,吴顺川.深埋硬岩隧道围岩参数概率反演方法.工程 学与工程学报,2006,25(9):1937) 科学学报,2019,41(1):78) [29]Lu S Z.Basic conditions and prospect of China's mine slope [37]Chen Z Y.Reliability analysis and safety criterion in geotechnical research.Met Mine,1999,9:6 engineering based on the index of safety margin.Chin J Rock (卢世宗.我国矿山边坡研究的基本情况和展望.金属矿山, Mech Eng,2018,37(3:521 1999,9:6) (陈祖煜.建立在相对安全率准则基础上的岩土工程可靠度分 [30]Read J,Stacey P.Guidelines for Open Pit Slope Design 析与安全判据.岩石力学与工程学报,2018.37(3):521) Collingwood:CSIRO Publishing,2009 [38]WuSC.Han LQ,ChengZQ,et al.Study on the limit equilibrium [31]Ministry of Housing and Urban-Rural Development,People's slice method considering characteristics of inter-slice normal Republic of China.GB50021-2001 Code for imvestigation of forces distribution:The improved Spencer method.Environ Earth geotechnical engineering.Beijing:China Architecture Building Sc,2019,78(20):1 Press,2009 [39]Ministry of Water Resources of the People's Republic of China, (中华人民共和国住房和城乡建设部.GB50021一2001岩土工 People 's Republic of China.SL386-2007 Design Code for 程勘察规范.北京:中国建筑工业出版社,2009) Engineered Slopes in Water Resources and Hydropower Projects. [32]The Second Highway Survey and Design Institute of the Ministry Beijing:China Water Power Press,2007 of Communications.Subgrade:Highway Design Manual.2nd Ed. (中华人民共和国水利部.SL386一2007水利水电工程边坡设计 Beijing:China Communications Press,2004 规范.北京:中国水利水电出版社,2007)(唐芬, 郑颖人. 强度储备安全系数不同定义对稳定系数的影响. 土木建筑与环境工程, 2009, 31(3):61) Wu  S  C,  Han  L  Q,  Li  Z  P,  et  al.  Discussion  on  the  methods  for determining slope safety factor based on stress state of the sliding surface. J China Univ Min Technol, 2018, 47(4): 719 (吴顺川, 韩龙强, 李志鹏, 等. 基于滑面应力状态的边坡安全系 数确定方法探讨. 中国矿业大学学报, 2018, 47(4):719) [25] Zheng H, Tian B, Liu D F, et al. On definitions of safety factor of slope  stability  analysis  with  finite  element  method. Chin J Rock Mech Eng, 2005, 24(13): 2225 (郑宏, 田斌, 刘德富, 等. 关于有限元边坡稳定性分析中安全系 数的定义问题. 岩石力学与工程学报, 2005, 24(13):2225) [26] Huang  X  G.  Similarities  and  differences  between  stability  factor and  safety  factor  of  landslide. J Lanzhou Jiaotong Univ,  2015, 34(6): 32 (黄先光. 滑坡稳定系数与安全系数的异同. 兰州交通大学学报, 2015, 34(6):32) [27] Zheng Y R, Zhao S Y. Discussion on safety factors of slope and landslide engineering design. Chin J Rock Mech Eng, 2006, 25(9): 1937 (郑颖人, 赵尚毅. 边(滑)坡工程设计中安全系数的讨论. 岩石力 学与工程学报, 2006, 25(9):1937) [28] Lu  S  Z.  Basic  conditions  and  prospect  of  China's  mine  slope research. Met Mine, 1999, 9: 6 (卢世宗. 我国矿山边坡研究的基本情况和展望. 金属矿山, 1999, 9:6) [29] Read  J,  Stacey  P. Guidelines for Open Pit Slope Design. Collingwood: CSIRO Publishing, 2009 [30] Ministry  of  Housing  and  Urban-Rural  Development,  People ’s Republic  of  China.  GB50021 —2001 Code for investigation of geotechnical engineering. Beijing: China Architecture & Building Press, 2009 ( 中华人民共和国住房和城乡建设部. GB 50021—2001 岩土工 程勘察规范. 北京: 中国建筑工业出版社, 2009) [31] The Second Highway Survey and Design Institute of the Ministry of Communications. Subgrade: Highway Design Manual. 2nd Ed. Beijing: China Communications Press, 2004 [32] ( 交通部第二公路勘察设计院. 路基: 公路设计手册. 2版. 北京: 人民交通出版社, 2004) Ministry  of  Water  Resources  of  the  People's  Republic  of  China, People ’s  Republic  of  China.  SL386 —2016 Design Code for Engineered Slopes in Water Resources and Hydropower Projects. Beijing: China Water & Power Press, 2016 ( 中华人民共和国水利部. SL386—2016水利水电工程边坡设计 规范. 北京: 中国水利水电出版社, 2016) [33] Sun Y K, Ni H C, Yao B K. Stability Analysis of Slope Rock Mass. Beijing: Science Press, 1988 ( 孙玉科, 倪会宠, 姚宝魁. 边坡岩体稳定性分析. 北京: 科学出 版社, 1988) [34] Ministry  of  Housing  and  Urban-Rural  Development,  People ’s Republic of China. GB50197—2015 Code for Design of Open Pit Mine of Coal Industry. Beijing: China Planning Press, 2015 ( 中华人民共和国住房和城乡建设部. GB50197—2015煤炭工 业露天矿设计规范. 北京: 中国计划出版社, 2015) [35] Wu  Z  G,  Wu  S  C  Probabilistic  back  analysis  method  for determining surrounding rock parameters of deep hard rock tunnel, Chin J Eng, 2019, 41(1): 78 ( 吴忠广, 吴顺川. 深埋硬岩隧道围岩参数概率反演方法. 工程 科学学报, 2019, 41(1): 78) [36] Chen Z Y. Reliability analysis and safety criterion in geotechnical engineering  based  on  the  index  of  safety  margin. Chin J Rock Mech Eng, 2018, 37(3): 521 (陈祖煜. 建立在相对安全率准则基础上的岩土工程可靠度分 析与安全判据. 岩石力学与工程学报, 2018, 37(3):521) [37] Wu S C, Han L Q, Cheng Z Q, et al. Study on the limit equilibrium slice  method  considering  characteristics  of  inter-slice  normal forces distribution: The improved Spencer method. Environ Earth Sci, 2019, 78(20): 1 [38] Ministry  of  Water  Resources  of  the  People's  Republic  of  China, People ’s  Republic  of  China.  SL386 —2007 Design Code for Engineered Slopes in Water Resources and Hydropower Projects. Beijing: China Water & Power Press, 2007 ( 中华人民共和国水利部. SL386—2007水利水电工程边坡设计 规范. 北京: 中国水利水电出版社, 2007) [39] · 10 · 工程科学学报,第 44 卷,第 X 期
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