·406 工程科学学报，第40卷，第4期 [18]Brien D L,Reid M E.Modeling 3 slope stability of coastal 25]Jiang H B.Zhang YZ,Lin D J.Study on damage forms and bluffs using 3-ground-water flow,southwestern seattle,Wash- mechanism of loess slope in Huanxian of Gansu Province.Geotech ington D/OL].Scientific Inrestigations Report (2012-02-10) Inrestig Sure,2009,37(11)16 [2017-04-07].https://pubs.er.usgs.gov/publication/ (姜海波，张银洲，林杜军.甘肃环县黄土边坡破坏类型及 sir20075092 机理研究.工程勘察，2009,37(11)：16) [19]Reid M E,Sisson T W,Brien D L.Volcano collapse promoted [26]Borga M,Fontana G D,Gregoretti C,et al.Assessment of shal- by hydrothermal alteration and edifice shape,Mount Rainier, low landsliding by using a physically based model of hillslope sta- Washington.Geology,2001,29 (9):779 bility.Hydrol Processes,002,16(14):2833 220]Hungr 0.An extension of Bishop's simplified method of slope 27]Claessens L.Heuvelink C,Schoorl J,et al.DEM resolution stability analysis to three dimensions.Geotechnique,1987,37 effects on shallow landslide hazard and soil redistribution model- (1):113 ing.Earth Surf Processes Landforms,2005,30(4):461 21]Reid M E,Christian S B,Brien D L.Gravitational stability of 28]Kong Y H,Jing M L.Research of the classification method based three-dimensional stratovolcano edifices.J Geophys Res Solid on confusion matrixes and ensemble leaming.Comput Eng Sci, Erth,2000,105(B3):6043 2012,34(6):111 2]Teixeira M,Bateira C.Marques F,et al.Physically based shal- (孔英会，景美丽.基于混淆矩阵和集成学习的分类方法研 low translational landslide susceptibility analysis in Tibo catch- 究.计算机工程与科学，2012,34(6)：111) ment,NW of Portugal.Landslides,2014,12(3):455 9]Van Weste JC.Rengers N,Soeters R.Use of geomorphological 23]Kang C,Chen WW,Zhang F Y.Application of distributed hill- information in indirect landslide susceptibility assessment.Nat slope stability model based on DEM to stability of shallow land- Hazards,2003,30(3):399 slide of the gully area.J Cent South Univ Sci Technol,2010,41 B0] Zhang F Y,Liu G,Chen WW,et al.Large landslide suscepti- (5):1987 bility assessment by multivariate statistical analysis in the Long- (康超，甚文武，张帆字.基于DEM的分布式斜坡稳定性模 nan area affected by the Wenchuan earthquake.J Cent South 型在黄土沟壑区浅层滑坡中的应用.中南大学学报（自然科 Unin Sci Technol,2012,43(9):3595 学版)，2010,41(5)：1987) (张帆宇，刘高，谌文武，等.基于多变量统计分析的大型滑 4]Zhang F Y,Pei X J,Chen WW,et al.Spatial variation in 坡敏感性评价：以汶川地震影响的陇南地区为例.中南大学 geotechnical properties and topographic attributes on the different 学报（自然科学版），2012,43(9)：3595) types of shallow landslides in a loess catchment,China.Eur B1]Fawcett T.An introduction to ROC analysis.Pattern Recognit Enriron Civil Eng,2014,18(4):470 Lt,2006,27(8):861工程科学学报，第 40 卷，第 4 期 ［18］ Brien D L，Ｒeid M E． Modeling 3-D slope stability of coastal bluffs using 3-D ground-water flow，southwestern seattle，Wash￾ington ［J/OL］． Scientific Investigations Ｒeport ( 2012--02--10) ［2017-- 04-- 07］． https: / / pubs． er． usgs． gov / publication / sir20075092 ［19］ Ｒeid M E，Sisson T W，Brien D L． Volcano collapse promoted by hydrothermal alteration and edifice shape，Mount Ｒainier， Washington． Geology，2001，29( 9) : 779 ［20］ Hungr O． An extension of Bishop's simplified method of slope stability analysis to three dimensions． Geotechnique，1987，37 ( 1) : 113 ［21］ Ｒeid M E，Christian S B，Brien D L． Gravitational stability of three-dimensional stratovolcano edifices． J Geophys Ｒes Solid Earth，2000，105( B3) : 6043 ［22］ Teixeira M，Bateira C，Marques F，et al． Physically based shal￾low translational landslide susceptibility analysis in Tibo catch￾ment，NW of Portugal． Landslides，2014，12( 3) : 455 ［23］ Kang C，Chen W W，Zhang F Y． Application of distributed hill￾slope stability model based on DEM to stability of shallow land￾slide of the gully area． J Cent South Univ Sci Technol，2010，41 ( 5) : 1987 ( 康超，谌文武，张帆宇． 基于 DEM 的分布式斜坡稳定性模 型在黄土沟壑区浅层滑坡中的应用． 中南大学学报( 自然科 学版) ，2010，41( 5) : 1987) ［24］ Zhang F Y，Pei X J，Chen W W，et al． Spatial variation in geotechnical properties and topographic attributes on the different types of shallow landslides in a loess catchment，China． Eur J Environ Civil Eng，2014，18( 4) : 470 ［25］ Jiang H B，Zhang Y Z，Lin D J． Study on damage forms and mechanism of loess slope in Huanxian of Gansu Province． Geotech Investig Surv，2009，37( 11) : 16 ( 姜海波，张银洲，林杜军． 甘肃环县黄土边坡破坏类型及 机理研究． 工程勘察，2009，37( 11) : 16) ［26］ Borga M，Fontana G D，Gregoretti C，et al． Assessment of shal￾low landsliding by using a physically based model of hillslope sta￾bility． Hydrol Processes，2002，16( 14) : 2833 ［27］ Claessens L，Heuvelink G，Schoorl J，et al． DEM resolution effects on shallow landslide hazard and soil redistribution model￾ing． Earth Surf Processes Landforms，2005，30( 4) : 461 ［28］ Kong Y H，Jing M L． Ｒesearch of the classification method based on confusion matrixes and ensemble learning． Comput Eng Sci， 2012，34( 6) : 111 ( 孔英会，景美丽． 基于混淆矩阵和集成学习的分类方法研 究． 计算机工程与科学，2012，34( 6) : 111) ［29］ Van Weste J C，Ｒengers N，Soeters Ｒ． Use of geomorphological information in indirect landslide susceptibility assessment． Nat Hazards，2003，30( 3) : 399 ［30］ Zhang F Y，Liu G，Chen W W，et al． Large landslide suscepti￾bility assessment by multivariate statistical analysis in the Long￾nan area affected by the Wenchuan earthquake． J Cent South Univ Sci Technol，2012，43( 9) : 3595 ( 张帆宇，刘高，谌文武，等． 基于多变量统计分析的大型滑 坡敏感性评价: 以汶川地震影响的陇南地区为例． 中南大学 学报( 自然科学版) ，2012，43( 9) : 3595) ［31］ Fawcett T． An introduction to ＲOC analysis． Pattern Ｒecognit Lett，2006，27( 8) : 861 · 604 ·