[1] 刘汉龙,马彦彬,仉文岗.大数据技术在地质灾害防治中的应用综述[J].防灾减灾工程学报,2021,41(4):710-722.
LIU Han-long,MA Yan-bin,ZHANG Wen-gang.Application of Big Data Techniques in Geological Disaster Analysis and Prevention:A Systematic Review [J].Journal of Disaster Prevention and Mitigation Engineering,2021,41(4):710-722.
[2] LAN H X,TIAN N M,LI L P,et al.Kinematic-based Landslide Risk Management for the Sichuan-Tibet Grid Interconnection Project(STGIP)in China[J].Engineering Geology,2022,308:106823.
[3] 罗元斌.边坡工程稳定性分析及处治技术研究[D].长沙:中南大学,2006.
LUO Yuan-bin.The Study on Analysing Stability and Treating Technique for Slope Engineering[D].Chang-sha:Central South University,2006.
[4] 彭 海.边坡工程处治技术分析研究及工程应用[D].长沙:中南大学,2011.
PENG Hai.Research of Analysis and Application on Slope Treatment Technical[D].Changsha:Central South University,2011.
[5] 兰恒星,彭建兵,祝艳波,等.黄河流域地质地表过程与重大灾害效应研究与展望[J].中国科学:地球科学,2022,52(2):199-221.
LAN Heng-xing,PENG Jian-bing,ZHU Yan-bo,et al.Research on Geological and Surfacial Processes and Major Disaster Effects in the Yellow River Basin[J].Science China:Earth Sciences,2022,52(2):199-221.
[6] 李红蕊.基于机器学习的边坡稳定性评价及位移预测研究[D].重庆:重庆大学,2021.
LI Hong-rui.Slope Stability Evaluation and Displacement Prediction Based on Machine Learning[D].Chongqing:Chongqing University,2021.
[7] 张 凯,张 科.基于LightGBM算法的边坡稳定性预测研究[J].中国安全科学学报,2022,32(7):113-120.
ZHANG Kai,ZHANG Ke.Prediction Study on Slope Stability Based on LightGBM Algorithm[J].China Safety Science Journal,2022,32(7):113-120.
[8] 王健伟,徐玉胜,李俊鑫.基于网格搜索支持向量机的边坡稳定性系数预测[J].铁道建筑,2019,59(5):94-97.
WANG Jian-wei,XU Yu-sheng,LI Jun-xin.Prediction of Slope Stability Coefficients Based on Grid Search Support Vector Machine[J].Railway Engineering,2019,59(5):94-97.
[9] 苏国韶,宋咏春,燕柳斌.高斯过程机器学习在边坡稳定性评价中的应用[J].岩土力学,2009,30(3):675-679.
SU Guo-shao,SONG Yong-chun,YAN Liu-bin.Application of Gaussian Process Machine Learning to Slope Stability Evaluation[J].Rock and Soil Mecha-nics,2009,30(3):675-679.
[10] KAYA A,MIDILLI U M.Slope Sability Evaluation and Monitoring of A Landslide:A Case Study from NE Turkey[J].Journal of Mountain Science,2020,17(11):2624-2635.
[11] LING Q,ZHANG Q,WEI Y M,et al.Slope Reliability Evaluation Based on Multi-objective Grey Wolf Optimization-multi-kernel-based Extreme Learning Machine Agent Model[J].Bulletin of Engineering Geology and the Environment,2021,80(3):2011-2024.
[12] ZHOU J,LI E M,YANG S,et al.Slope Stability Prediction for Circular Mode Failure Using Gradient Boosting Machine Approach Based on an Updated Database of Case Histories[J].Safety Science,2019,118:505-518.
[13] 兰恒星,周成虎,李焯芬,等.瞬时孔隙水压力作用下的降雨滑坡稳定性响应分析:以香港天然降雨滑坡为例[J].中国科学:E辑,技术科学,2003,33(增):119-136.
LAN Heng-xing,ZHOU Cheng-hu,LI Chao-fen,et al.Rainfall-induced Landslide Stability Analysis in Response to Transient Pore Pressure:A Case Study of Natural Terrain Landslide in Hong Kong[J].Science in China:Series E,Technological Sciences,2003,33(S):119-136.
[14] HE X Z,XU H D,SABETAMAL H,et al.Machine Learning Aided Stochastic Reliability Analysis of Spatially Variable Slopes[J].Computers and Geotechnics,2020,126:103711.
[15] 仉文岗,何昱苇,王鲁琦,等.基于水系分区的滑坡易发性机器学习分析方法:以重庆市奉节县为例[J].地球科学,2022,https://kns.cnki.net/kcms/detail/42.1874.P.20220907.1841.006.html.
ZHANG Wen-gang,HE Yu-wei,WANG Lu-qi,et al.Machine Learning Solution for Landslide Susceptibility Based on Hydrographic Division:Case Study of Fengjie County in Chongqing[J].Earth Science,2022,https:∥kns.cnki.net/kcms/detail/42.1874.P.202209-07.1841.006.html.
[16] DIEU T B,TSANGARATOS P,VIET-TIEN N,et al.Comparing the Prediction Performance of a Deep Learning Neural Network Model with Conventional Machine Learning Models in Landslide Susceptibility Assessment[J].Catena,2020,188:104426.
[17] ZHAO H B,YIN S D,RU Z L.Relevance Vector Machine Applied to Slope Stability Analysis[J].International Journal for Numerical and Analytical Methods in Geomechanics,2012,36(5):643-652.
[18] LIN Y,ZHOU K P,LI J L.Prediction of Slope Stabi-lity Using Four Supervised Learning Methods[J].IEEE Access,2018,6:31169-31179.
[19] 孙吉书,夏健超,王建平,等.相关向量机模型在边坡稳定性预测中的应用[J].科学技术与工程,2021,21(28):12234-12242.
SUN Ji-shu,XIA Jian-chao,WANG Jian-ping,et al.Application of Relevance Vector Machine Model in Slope Stability Prediction[J].Science Technology and Engineering,2021,21(28):12234-12242.
[20] 马彦彬,李红蕊,王 林,等.机器学习方法在滑坡易发性评价中的应用[J].土木与环境工程学报,2022,44(1):53-67.
MA Yan-bin,LI Hong-rui,WANG Lin,et al.Machine Learning Algorithms and Techniques for Landslide Susceptibility Investigation:A Literature Review[J].Journal of Civil and Environmental Engineering,2022,44(1):53-67.
[21] FOONG L K,MOAYEDI H.Slope Stability Evaluation Using Neural Network Optimized by Equilibrium Optimization and Vortex Search Algorithm[J].Engineering with Computers,2022,38(S2):1269-1283.
[22] 黄发明,殷坤龙,蒋水华,等.基于聚类分析和支持向量机的滑坡易发性评价[J].岩石力学与工程学报,2018,37(1):156-167.
HUANG Fa-ming,YIN Kun-long,JIANG Shui-hua,et al.Landslide Susceptibility Assessment Based on Clustering Analysis and Support Vector Machine[J].Chinese Journal of Rock Mechanics and Engineering,2018,37(1):156-167.
[23] 温廷新,张 波.露天煤矿边坡稳定性的随机森林预测模型[J].科技导报,2014,32(4/5):105-109.
WEN Ting-xin,ZHANG Bo.Prediction Model for Open-pit Coal Mine Slope Stability Based on Random Forest[J].Science & Technology Review,2014,32(4/5):105-109.
[24] 石菊松.基于遥感和地理信息系统的滑坡风险评估关键技术研究[D].北京:中国地质科学院,2008.
SHI Ju-song.Key Techniques Study of Remote Sensing and Geographic Information System Based Landslide Risk Assessment[D].Beijing:Chinese Academy of Geological Sciences,2008.
[25] 李广信.岩土工程安全系数法稳定分析中的荷载与抗力[J].岩土工程学报,2021,43(5):918-925.
LI Guang-xin.Load and Resistance in Stability Analysis of Geotechnical Engineering with Safety Factor Method[J].Chinese Journal of Geotechnical Engineering,2021,43(5):918-925.
[26] ZHOU J,LI E M,YANG S,et al.Slope Stability Prediction for Circular Mode Failure Using Gradient Boosting Machine Approach Based on an Updated Database of Case Histories[J].Safety Science,2019,118:505-518.
[27] 赵洪波,冯夏庭.支持向量机函数拟合在边坡稳定性估计中的应用[J].岩石力学与工程学报,2003,21(2):241-245.
ZHAO Hong-bo,FENG Xia-ting.Application of Support Vector Machines Function Fitting in Slope Stability Evalution[J].Chinese Journal of Rock Mecha-nics and Engineering,2003,21(2):241-245.
[28] 邹义怀,江成玉,李春辉.人工神经网络在边坡稳定性预测中的应用[J].矿冶,2011,20(4):38-41.
ZOU Yi-huai,JIANG Cheng-yu,LI Chun-hui.Application of Artificial Neural Network in Stability Prediction of Slope[J].Mining and Metallurgy,2011,20(4):38-41.
[29] 匡 野.基于逐类组合支持向量机的边坡稳定性预测研究[J].路基工程,2013(5):73-76.
KUANG Ye.Research on Slope Stability Prediction Based on Class-by-class Combination Support Vector Machine[J].Subgrade Engineering,2013(5):73-76.
[30] 王 佳.基于支持向量机的边坡随机模糊可靠度分析[D].武汉:华中科技大学,2016.
WANG Jia.Slope Fuzzy-random Reliability Analysis Based on Support Vector Machine[D].Wuhan:Huazhong University of Science and Technology,2016.
[31] 张 研,吴哲康,王鹏鹏,等.基于PCA-RVM的露天矿边坡稳定性预测模型[J].矿业研究与开发,2021,41(3):13-18.
ZHANG Yan,WU Zhe-kang,WANG Peng-peng,et al.Prediction Model of Slope Stability of Open Pit Mine Based on PCA-RVM[J].Mining Research and Deve-lopment,2021,41(3):13-18.
[32] 孙伟超,韩 冰.基于PCA-PSO-SVM的边坡稳定性预测[J].河北地质大学学报,2018,41(1):60-64.
SUN Wei-chao,HAN Bing.Slope Stability Prediction Based on PCA-PSO-SVM[J].Journal of Hebei GEO University,2018,41(1):60-64.
[33] 张云雁.基于GS-SVM的边坡稳定性预测模型[J].水利水电技术,2020,51(11):205-209.
ZHANG Yun-yan.GS-SVM-based Prediction Model for Slope Stability[J].Water Resources and Hydropower Engineering,2020,51(11):205-209.
[34] 黄 俊,刘小生.基于GS-PSO-SVM模型的边坡稳定性预测模型[J].中国矿业,2020,29(6):87-91.
HUANG Jun,LIU Xiao-sheng.Slope Stability Prediction Model Based on GS-PSO-SVM Model[J].China Mining Magazine,2020,29(6):87-91.
[35] 王鹏飞.基于GM-RBF组合模型的高路堑边坡稳定性预测研究[J].建筑结构,2021,51(20):140-145.
WANG Peng-fei.Study on Stability Prediction of High Cutting Slope Based on GM-RBF Combination Model[J].Building Structure,2021,51(20):140-145.
[36] 史秀志,周 健,郑 纬,等.边坡稳定性预测的Bayes判别分析方法及应用[J].四川大学学报(工程科学版),2010,42(3):63-68.
SHI Xiu-zhi,ZHOU Jian,ZHENG Wei,et al.Bayes Discriminant Analysis Method and Its Application for Prediction of Slope Stability[J].Journal of Sichuan University(Engineering Science Edition),2010,42(3):63-68.
[37] 付义祥,刘世凯,刘大鹏.RBF神经网络在边坡岩体稳定性中的预测研究[J].武汉理工大学学报(交通科学与工程版),2003,27(2):170-173.
FU Yi-xiang,LIU Shi-kai,LIU Da-peng.Prediction of RBF Neural Network in Slope Rock Stability[J].Journal of Wuhan University of Technology(Tran-sportation Science & Engineering),2003,27(2):170-173.
[38] 乔 朋,梁志强,徐 凯,等.基于机器学习的中小跨径桥梁技术状况评估[J].长安大学学报(自然科学版),2021,41(6):39-52.
QIAO Peng,LIANG Zhi-qiang,XU Kai,et al.Evaluation of Technical Condition of Medium and Small Span Bridge Based on Machine Learning[J].Journal of Chang'an University(Natural Science Edition),2021,41(6):39-52.
[39] 刘 玮,王智伟,袁照旺,等.人工神经网络在商场建筑物冷负荷预测中的应用[J].长安大学学报(建筑与环境科学版),2004,21(4):58-61.
LIU Wei,WANG Zhi-wei,YUAN Zhao-wang,et al.Application of Artificial Neural Network to Predict Building's Cooling Load[J].Journal of Chang'an University(Architecture and Environment Science Edition),2004,21(4):58-61.
[40] 邵 勇,陈从新,鲁祖德,等.基于机器学习的深基坑人字形支护变形预测分析[J].岩土力学,2020,41(增2):1-9.
SHAO Yong,CHEN Cong-xin,LU Zu-de,et al.Prediction and Analysis of Deformation of Deep Foundation Pit Herringbone Retaining Support(HRS)Based on Machine Learning[J].Rock and Soil Mechanics,2020,41(S2):1-9.
[41] 李 龙,刘造保,周宏源,等.基于TBM岩机信息的隧洞断层超前智能感知加权投票模型研究[J].岩石力学与工程学报,2020,39(增2):3403-3411.
LI Long,LIU Zao-bao,ZHOU Hong-yuan,et al.Wei-ghted Voting Model for Advanced Intelligent Perception of Tunnel Faults Based on TBM Rock-machine Information[J].Chinese Journal of Rock Mechanics and Engineering,2020,39(S2):3403-3411.
[42] 黄发明,曹 昱,范宣梅,等.不同滑坡边界及其空间形状对滑坡易发性预测不确定性的影响规律[J].岩石力学与工程学报,2021,40(增2):3227-3240.
HUANG Fa-ming,CAO Yu,FAN Xuan-mei,et al.Effects of Different Landslide Boundaries and Their Spatial Shapes on the Uncertainty of Landslide Susceptibility Prediction[J].Chinese Journal of Rock Mechanics and Engineering,2021,40(S2):3227-3240.
[43] DU J,GLADE T,WOLDAI T,et al.Landslide Susceptibility Assessment Based on an Incomplete Landslide Inventory in the Jilong Valley,Tibet,Chinese Himalayas[J].Engineering Geology,2020,270:105572.
[44] 王 伟,袁雯宇,邹丽芳,等.基于滑坡敏感性评价的库区水动力型滑坡区域综合预警研究[J].岩石力学与工程学报,2022,41(3):479-491.
WANG Wei,YUAN Wen-yu,ZOU Li-fang,et al.Comprehensive Regional-scale Early Warning of Water-induced Landslides in Reservoir Areas Based on Landslide Susceptibility Assessment[J].Chinese Journal of Rock Mechanics and Engineering,2022,41(3):479-491.
[45] 张开放,苏华友,窦 勇.一种基于混淆矩阵的多分类任务准确率评估新方法[J].计算机工程与科学,2021,43(11):1910-1919.
ZHANG Kai-fang,SU Hua-you,DOU Yong.A New Multi-classification Task Accuracy Evaluation Method Based on Confusion Matrix[J].Computer Engineering & Science,2021,43(11):1910-1919.
[46] 武梦婷,陈秋松,齐冲冲.基于机器学习的边坡安全稳定性评价及防护措施[J].工程科学学报,2022,44(2):180-188.
WU Meng-ting,CHEN Qiu-song,QI Chong-chong.Slope Safety,Stability Evaluation,and Protective Measures Based on Machine Learning[J].Chinese Journal of Engineering,2022,44(2):180-188.
[47] 叶为民,孔令伟,胡瑞林,等.膨胀土滑坡与工程边坡新型防治技术与工程示范研究[J].岩土工程学报,2022,44(7):1295-1309.
YE Wei-min,KONG Ling-wei,HU Rui-lin,et al.New Prevention and Treatment Techniques and Their Applications to Landslides and Engineering Slopes of Expansive Soils[J].Chinese Journal of Geotechnical Engineering,2022,44(7):1295-1309.
[48] 徐永福,程 岩,肖 杰,等.膨胀土滑坡和工程边坡新型防治技术研究[J].岩土工程学报,2022,44(7):1281-1294.
XU Yong-fu,CHENG Yan,XIAO Jie,et al.New Prevention and Control Technology for Expansive Soil Slopes[J].Chinese Journal of Geotechnical Engineering,2022,44(7):1281-1294.
[49] 李庶林,赵睿鸣,彭府华,等.基于强度折减法的高陡边坡滑坡治理稳定性分析[J].建筑科学与工程学报,2020,37(1):120-126.
LI Shu-lin,ZHAO Rui-ming,PENG Fu-hua,et al.Stability Analysis of Treatment of High-steep Slope Landslide Based on Strength Reduction Method[J].Journal of Architecture and Civil Engineering,2020,37(1):120-126.
[1]田述军,孔纪名,陈泽富.基于公路功能的边坡灾害易损性评价[J].地球科学与环境学报,2013,35(03):119.
TIAN Shu-jun,KONG Ji-ming,CHEN Ze-fu.Vulnerability Assessment of Slope Hazard Based on Function of Highway[J].Journal of Earth Sciences and Environment,2013,35(06):119.
[2]介玉新,柏永亮,张彬.基于加速度的边坡和挡土墙稳定性分析[J].地球科学与环境学报,2015,37(06):120.
JIE Yu-xin,BAI Yong-liang,ZHANG Bin.Stability Analysis of Slopes and Retaining Walls Based on Acceleration[J].Journal of Earth Sciences and Environment,2015,37(06):120.
[3]李萍,张波,李同录.黄土高原边坡特征与破坏规律的分区研究[J].地球科学与环境学报,2012,34(03):89.
LI Ping,ZHANG Bo,LI Tong-lu.Study on Regionalization for Characteristic and Destruction Rule of Slope in Loess Plateau[J].Journal of Earth Sciences and Environment,2012,34(06):89.
[4]李同录,王刘华,张常亮,等.土质边坡空间临界滑动面搜索的优化算法[J].地球科学与环境学报,2011,33(03):300.
LI Tong-lu,WANG Liu-hua,ZHANG Chang-liang,et al.Optimistic Method for Searching the Spatial Critical Slip Surface of Earth Slopes[J].Journal of Earth Sciences and Environment,2011,33(06):300.
[5]刘悦,黄强兵.模拟堆载作用的黄土边坡土体变形机理试验[J].地球科学与环境学报,2007,29(02):183.
LIU Yue,HUANG Qiang-bing.Test Study for Simulating Soil Deformation
Mechanism of Loess Slope Under Load Condition[J].Journal of Earth Sciences and Environment,2007,29(06):183.
[6]陈文玲,赵法锁.基于模糊一致矩阵理论的边坡稳定性评价[J].地球科学与环境学报,2007,29(04):408.
CHEN Wen-ling,ZHAO Fa-suo.Stability Evaluation of Slope in Geological Hazard
Survey Based on Fuzzy Consistent Matrix Theory[J].Journal of Earth Sciences and Environment,2007,29(06):408.
[7]牛富俊,程国栋,石亚亚,等.泛北极多年冻土及重大线性工程稳定性状况[J].地球科学与环境学报,2021,43(03):587.[doi:10.19814/j.jese.2021.01034]
NIU Fu-jun,CHENG Guo-dong,SHI Ya-ya,et al.Permafrost and Stability of the Major Linear Engineering in the Pan-Arctic Region[J].Journal of Earth Sciences and Environment,2021,43(06):587.[doi:10.19814/j.jese.2021.01034]
[8]邓通发,桂勇,罗嗣海,等.降雨条件下花岗岩残坡积土路堑边坡稳定性研究[J].地球科学与环境学报,2012,34(04):88.
DENG Tong-fa,GUI Yong,LUO Si-hai,et al.Study on Slope Stability of Granite Residual Soil Cutting Excavation with Rainfall[J].Journal of Earth Sciences and Environment,2012,34(06):88.