[1] 金葆志,苗家房.陕南2000年“7·13”山地灾害成因分析及防御对策[J].灾害学,2001(2):38-44.
[2] 陈晓清,韦方强,崔 鹏,等.云南新平2002-08-14特大滑坡泥石流灾害及防治对策[J].山地学报,2003,21(5):599-604.
[3] 陈永波,乔建平,樊晓一,等.四川省雅安市雨城区滑坡灾害成因调查(摘要)[J].山地学报,2003, 21(5):638.
[4] 张 群, 许 强, 李 江,等. 南江“9·16”群发性缓倾浅层土质滑坡特征与成因机制研究[J]. 自然灾害学报, 2015,24(3):104-111.
[5] 赵 鹏,杨沛霖,蒋 莉,等.渝东北地区强降雨诱发地质灾害险情分析[J].长江科学院院报,2017,34(10):50-56.
[6] GUZZETTI F, CARRARA A, CARDINALI M,et al. Landslide Hazard Evaluation: A Review of Current Techniques and Their Application in a Multi-scale Study, Central Italy[J]. Geomorphology, 1999, 31(1/2/3/4):181-216.
[7] GUZZETTI F, PERUCCACCI S, ROSSI M, et al. Rainfall Thresholds for the Initiation of Landslides in Central and Southern Europe[J]. Meteorology & Atmospheric Physics, 2007, 98(3):239-267.
[8] 詹良通,李 鹤,陈云敏,等. 东南沿海残积土地区降雨诱发型滑坡预报雨强-历时曲线的影响因素分析[J]. 岩土力学,2012, 33(3):872-880,886.
[9] 李巍岳,刘 春, SCAIONI M, 等 .基于滑坡敏感性与降雨强度-历时的中国浅层降雨滑坡时空分析与模拟[J].中国科学(地球科学), 2017, 47(4):473-484.
[10]MA Tu-hua, LI Chang-jiang, LU Zhi-ming, et al. Rainfall Intensity-Duration Thresholds for the Initiation of Landslides in Zhejiang Province, China[J]. Geomorphology, 2015, 245: 193-206.
[11]李 媛. 区域降雨型滑坡预报预警方法研究[D].北京:中国地质大学(北京), 2005.
[12]邱海军. 区域滑坡崩塌地质灾害特征分析及其易发性和危险性评价研究[D].西安:西北大学,2012.
[13]谭 春. 基于3S技术的岩桑树水电站近坝区滑坡敏感性评价[D].长春:吉林大学,2013.
[14]李得立,李小磊,罗德江,等.基于地貌单元与灰关联分析的地质灾害风险性评价[J].地质灾害与环境保护,2018,29(4):26-31.
[15]APIP A, TAKARA K T, YAMASHIKI Y A,et al. A Distributed Hydrological-Geotechnical Model Using Satellite-derived Rainfall Estimates for Shallow Landslide Prediction System at a Catchment Scale[J]. Landslides, 2010, 7(3):237-258.
[16]MUNTOHAR A S, LIAO H J. Analysis of Rainfall-induced Infinite Slope Failure During Typhoon Using a Hydrological-Geotechnical Model[J]. Environmental Geology, 2009, 56(6):1145-1159.
[17]BAUM R L. TRIGRS — A FORTRAN Program for Transient Rainfall Infiltration and Grid-based Regional Slope-stability Analysis, Version 2.0[R]. Washington DC: USGS, 2002.
[18]GODT J W, SCHULZ W H, BAUM R L,et al. Modeling Rainfall Conditions for Shallow Landsliding In Seattle, Washington[M]. DOI: https://doi.org/10.1130/2008.4020(08).
[19]SALCIARINI D, GODT J W, SAVAGE W Z,et al. Modeling Regional Initiation of Rainfall-induced Shallow Landslides in the Eastern Umbria Region of Central Italy[J]. Landslides, 2006, 3(3): 181-194.
[20]VIEIRA B C, FERNANDES N F, FILHO O A. Shallow Landslide Prediction in the Serra do Mar, So Paulo, Brazil[J]. Natural Hazards and Earth System Sciences, 2010, 10(9):1829-1837.
[21]LIAO Z, HONG Y, KIRSCHBAUM D,et al. Evaluation of TRIGRS (Transient Rainfall Infiltration and Grid-based Regional Slope-stability Analysis)’s Predictive Skill for Hurricane-triggered Landslides: A Case Study in Macon County, North Carolina[J]. Natural Hazards, 2011, 58(1): 325-339.
[22]KIM D, SANGJUN I M, SANG H L,et al. Predicting the Rainfall-triggered Landslides in a Forested Mountain Region Using TRIGRS Model[J]. Journal of Mountain Science, 2010, 7(1): 83-91.
[23]MONTGOMERY D R, DIETRICH W E. A Physically Based Model for the Topographic Control on Shallow Landsliding[J]. Water Resources Research, 1994, 30(4):1153-1172.
[24]PACK R T, TARBOTON D G, GOODWIN C N. The SINMAP Approach Terrain Stability Mapping[C]//MOORE D, HUNGR O. Proceedings of the 8th Congress of the International Association of Engineering Geology. Rotterdam: A A Balkema Publisher, Vancouver, September 21-25, 1998: 1157-1165.
[25]MICHEL G P, KOBIYAMA M, GOERL R F. Comparative Analysis of SHALSTAB and SINMAP for Landslide Susceptibility Mapping in the Cunha River Basin, Southern Brazil[J]. Journal of Soils & Sediments, 2014, 14(7):1266-1277.
[26]GUIMARAES R F, RAMOS V M, REDIVO A L, et al. Application of the SHALSTAB Model for Mapping Susceptible Landslide Areas in Mine Zone (Quadrila’tero Ferri’fero in Southeast Brazil)[C]//Proceedings of the 2003 IEEE International Geoscience and Remote Sensing Symposium. France, July 21, 2003:2444-2446.
[27]CALCATERRA D, PARISE M, PALMA B, et al. The Influence of Meteoric Events in Triggering Shallow Landslides in Pyroclastic Deposits of Campania, Italy[C]//Landslides in Research, Theory and Practice: Proceedings of the 8th International Symposium on Landslides. Cardiff, June 26-30, 2000.
[28]CALCATERRA D, DE RISO R, DI MARTIRE D. Assessing Shallow Debris Slide Hazard in the Agnano Plain (Naples, Italy) Using SINMAP, a Physically Based Slope-stability Model[C]//Proceedings of the 9th International Symposium on Landslides. London: Taylor and Francis Group. Rio de Janeiro, Brazil, June 28-July 2, 2004: 177-183.
[29]NERY T D, VIEIRA B C. Susceptibility to Shallow Landslides in a Drainage Basin in the Serra do Mar, So Paulo, Brazil, Predicted Using the SINMAP Mathematical Model[J]. Bulletin of Engineering Geology & the Environment, 2014, 74(2): 1-10.
[30]刘 磊,殷坤龙,王佳佳,等. 降雨影响下的区域滑坡危险性动态评价研究:以三峡库区万州主城区为例[J]. 岩石力学与工程学报,2016, 35(3): 558-569.
[31]张少杰, 韦方强, 刘敦龙,等. 基于极限平衡方程和水文模拟的坡体稳定性分析[J]. 应用基础与工程科学学报, 2016, 24(6):1181-1192.
[32]武 利. 基于SINMAP模型的区域滑坡危险性定量评估及模型验证[J]. 地理与地理信息科学, 2012, 28(2):35-39.
[33]陈悦丽,陈德辉,李泽椿,等. 降雨型滑坡的集合预报模型及其初步应用的试验研究[J]. 大气科学,2016, 40(3): 515-527.
[34]孙金山,陈 明,左昌群,等. 降雨型浅层滑坡危险性预测模型[J]. 地质科技情报,2012, 31(2):117-121.
[35]SANTACANA N, BAEZA B, COROMINAS J,et al. A GIS-Based Multivariate Statistical Analysis for Shallow Landslide Susceptibility Mapping in La Pobla de Lillet Area (Eastern Pyrenees, Spain)[J]. Natural Hazards, 2003, 30(3):281-295.
[36]SAHA A K, GUPTA R P, SARKAR I,et al. An Approach for GIS-based Statistical Landslide Susceptibility Zonation—with a Case Study in the Himalayas[J]. Landslides, 2005, 2(1):61-69.
[37]WANG X, ZHANG L, WANG S,et al. Regional Landslide Susceptibility Zoning with Considering the Aggregation of Landslide Points and the Weights of Factors[J]. Landslides, 2014, 11(3): 399-409.
[38]WEI F Q, GAO K C, JIANG Y H,et al. GIS-based Prediction of Debris Flows and Landslides in Southwestern China[C]//Proceedings of the 4th International Conference on Debris-flow Hazards Mitigation—Mechanics, Prediction, and Assessment. Chengdu, May 17, 2007: 479-490.
[39]陈百炼,帅士章,吴战平. 贵州省地质灾害气象预警系统[J]. 中国地质灾害与防治学报,2005, 16(3): 111-113.
[40]兰恒星,周成虎,伍法权,等. GIS支持下的降雨型滑坡危险性空间分析预测[J]. 科学通报,2003, 48(5): 507-512.
[41]李长江,麻土华,朱兴盛,等.区域群发性滑坡灾害概率预报系统[J]. 国土资源信息化,2005(4): 32-38.
[42]刘传正,刘艳辉. 地质灾害区域预警原理与显式预警系统设计研究[J]. 水文地质工程地质,2007, 34(6):109-115,125.
[43]刘艳辉,刘传正,连建发,等. 基于显式统计原理的地质灾害区域预警方法初步研究[J]. 中国地质,2008, 35(2): 344-350.
[44]宋光齐,李云贵,钟沛林. 地质灾害气象预报预警方法探讨:以四川省地质灾害气象预报预警为例[J]. 水文地质工程地质,2004, 31(2): 33-36.
[45]曹洪洋,王 禹,满 兵. 基于GIS的区域群发性降雨型滑坡时空预报研究[J]. 地理与地理信息科学,2015,31(1):106-109.
[46]闵 颖,胡 娟,李 超,等.云南省滑坡泥石流灾害预报预警模型研究[J]. 灾害学,2013, 28(4): 216-220.
[47]温铭生,王连俊,李铁锋,等.云南省新平县滑坡预警区划研究[J]. 水文地质工程地质,2010, 37(4): 103-106,110.
[48]方 丹,胡卓玮,王志恒. 基于GIS的北川县地震次生滑坡灾害空间预测[J]. 山地学报,2012, 30(2): 230-238.
[49]王 斌,陈云浩,岳建伟,等. 滑坡危险性预测模型的设计与实现[J]. 测绘科学,2010, 35(1): 169-171.
[50]张桂荣,殷坤龙. 区域滑坡空间预测方法研究及结果分析[J]. 岩石力学与工程学报, 2005, 24(23): 4297-4302.
[51]张 俊, 殷坤龙, 王佳佳,等. 三峡库区万州区滑坡灾害易发性评价研究[J]. 岩石力学与工程学报, 2016, 35(2):284-296.
[52]胡德勇, 李 京, 陈云浩,等. GIS支持下滑坡灾害空间预测方法研究[J]. 遥感学报, 2007, 11(6): 852-859.
[53]李晓璇.降雨型浅层滑坡预警预报方法研究[D]. 北京:首都师范大学, 2012.
[54]谢谟文,江崎哲郎, 邱 骋,等.空间三维滑坡敏感性分区工具及其应用[J].地学前缘,2007,14(6): 73-84.
[55]谢谟文,王纯祥,江崎哲郎,等.滑坡发生地周围类似滑坡再发分析及灾害评价[J].岩石力学与工程学报,2005, 24(15): 2640-2645.
[56]JIA N, MITANI Y, XIE M,et al. GIS Deterministic Model-based 3D Large-scale Artificial Slope Stability Analysis along a Highway Using a New Slope Unit Division Method[J]. Natural Hazards, 2015, 76(2): 873-890.
[57]GILES P T, FRANKLIN S E. An Automated Approach to the Classification of the Slope Units Using Digital Data[J]. Geomorphology, 1998, 21(3/4): 251-264.
[58]张 曦,陈丽霞,徐 勇,等.两种斜坡单元划分方法对滑坡灾害易发性评价的对比研究[J].安全与环境工程,2018,25(1):12-17,50.
[59]XIE M W, ESAKI T, CAI M. A Time-space Based Approach for Mapping Rainfall-induced Shallow Landslide Hazard[J]. Environmental Geology, 2004, 46(6):840-850.
[60]XIE M W, ESAKI T, ZHOU G. GIS-based Probabilistic Mapping of Landslide Hazard Using a Three-dimensional Deterministic Model[J]. Natural Hazards, 2004, 33(2):265-282.
[61]XIE M W, ZHOU G Y, TETSURO E. GIS Component-based 3D Landslide Hazard Assessment System: 3DSLOPEGIS[J]. Chinese Geographical Science, 2003, 13(1):66-72.
[62]TUREL M, FROST J D. Delineation of Slope Profiles from Digital Elevation Models for Landslide Hazard Analysis[C]//Proceedings of Georisk 2011. American Society of Civil Engineers. Atlanta, Georgia, June 26-28, 2011: 829-836.
[63]CARRARA A, GUZZETTI F. Geographical Information Systems in Assessing Natural Hazards[M]//Advances in Natural & Technological Hazards, New York: Springer, 1995: 45-59.
[64]CARRARA A. Drainage and Divide Networks Derived from High-fidelity Digital Terrain Models[M]//Quantitative Analysis of Mineral and Energy Resources. Netherlands: Springer, 1988: 581-597.
[65]CARRARA A, CARDINALI M, DETTI R,et al. GIS Techniques and Statistical Models in Evaluating Landslide Hazard[J]. Earth Surface Processes & Landforms, 1991, 16(5): 427-445.
[66]ZHUANG J, PENG J, XU Y,et al. Assessment and Mapping of Slope Stability Based on Slope Units: A Case Study in Yan’an, China[J]. Journal of Earth System Science, 2016, 125(7): 1439-1450.
[67]刘正华,余丰华,夏跃珍,等.基于斜坡单元的地质灾害气象预警系统建设初探[J].水文地质工程地质,2015,42(6):131-136.
[68]邱丹丹,牛瑞卿.基于斜坡单元的地震滑坡敏感性分析[J].自然灾害学报,2017,26(2):144-151.
[69]邱 骋,王纯祥,江崎哲郎,等.基于边坡单元的公路沿线滑坡危险度概率分析[J].岩土力学,2005, 26(11):40-45.
[70]田述军,孔纪名.基于斜坡单元和公路功能的滑坡风险评价[J].山地学报,2013,31(5):580-587.
[71]唐 川,马国超.基于地貌单元的小区域地质灾害易发性分区方法研究[J].地理科学,2015,35(1):91-98.
[72]张光政,张世涛,陶时雨,等.基于斜坡单元的滑坡崩塌灾害易发性区划研究:以泸水县为例[J].云南师范大学学报(自然科学版),2016,36(3):66-72.
[73]SCHLÖGEL R, MARCHESINI I, ALVIOLI M,et al. Optimizing Landslide Susceptibility Zonation: Effects of DEM Spatial Resolution and Slope Unit Delineation on Logistic Regression Models[J].Geomorphology,2018,301:10-20.
[74]宫清华,黄光庆,张冬良,等.基于斜坡单元的浅层滑坡风险区划:以华南松岗河小流域为例[J].安全与环境学报,2017,17(2):615-620.
[75]王佳佳,殷坤龙,杜 娟,等.基于GIS考虑准动态湿度指数的滑坡危险性预测水文-力学耦合模型研究[J].岩石力学与工程学报,2013,32(增刊2):3868-3877.
[76]尚 慧,倪万魁,程 花.斜坡单元划分在彭阳县地质灾害危险性区划中的应用[J].中国水土保持,2011(3):48-50,69.
[77]薛 强,张茂省,高 波,等.陕西省绥德县城区地质灾害风险评估[J].工程地质学报,2018,26(3):711-719.
[78]张 公,刘承勇,黄继超,等.基于GIS技术的修武县地质灾害易发性分析[J].地下水,2018,40(1):124-125,176.
[79]魏婷婷,范 文,于宁宇.基于典型剖面分析的区域斜坡稳定性分区方法[J].工程地质学报,2017,25(6):1518-1526.
[80]黄启乐,陈 伟,唐绪波,等.区域地质灾害评价中斜坡单元划分方法研究[J].自然灾害学报,2017,26(5):157-164.
[81]王 岩, 李远耀, 苏红瑞. 重庆万州龙驹坝地区滑坡灾害易发性分析[J]. 人民长江, 2017, 48(10):54-58.
[82]ZHOU S, FANG L, LIU B. Slope Unit-based Distribution Analysis of Landslides Triggered by the April 20, 2013,Ms 7.0 Lushan Earthquake[J]. Arabian Journal of Geosciences, 2015, 8(10): 7855-7868.
[83]TIAN Y, XIAO C, WU L. Slope Unit-based Landslide Susceptibility Zonation[C]//Proceedings of the 18th International Conference on Geoinformatics:GIScience in Change, Geoinformatics 2010. Beijing, China, June 18-20, 201. DOI: 10.1109/GEOINFORMATICS.2010.5567547.
[84]AKAGUNDUZ E, ERENER A, ULUSOY I, et al. Delineation of Slope Units based on Scale and Resolution Invariant 3D Curvature Extraction[C]//Proceedings of IGARSS 2008, IEEE Geoscience and Remote Sensing Symposium 2008. Boston, July 8-11, 2008: 58-584.
[85]颜 阁,梁收运,赵红亮.基于GIS的斜坡单元划分方法改进与实现[J].地理科学,2017,37(11):1764-1770.
[86]WANG K, ZHANG S J, TLLEZ R D, et al. A New Slope Unit Extraction Method for Regional Landslide Analysis Based on Morphological Image Analysis[J]. Bulletin of Engineering Geology and the Environment, 2019, 78: 4139-4151.
[87]ALVIOLI M, MARCHESINI I, REICHENBACH P,et al. Automatic Delineation of Geomorphological Slope Units with r. slopeunits v1. 0 and Their Optimization for Landslide Susceptibility Modeling[J]. Geoscientific Model Development, 2016, 9(11): 3975.
[88]ALVIOLI M, GUZZETTI F, ROSSI M. Scaling Properties of Rainfall Induced Landslides Predicted by a Physically Based Model[J]. Geomorphology, 2014, 213:38-47.
[89]ALVIOLI M, MARCHESINI I, FIORUCCI F,et al. Automatic delineation of geomorphological slope units[C]//Proceedings of the EGU General Assembly 2014. DOI: 10.13140/2.1.1082.
[90]谷天峰,王家鼎,付新平.基于斜坡单元的区域斜坡稳定性评价方法[J].地理科学,2013,33(11):1400-1405.
[91]GU T, WANG J, FU X,et al. GIS and Limit Equilibrium in the Assessment of Regional Slope Stability and Mapping of Landslide Susceptibility[J]. Bulletin of Engineering Geology & the Environment, 2015, 74(4):1105-1115.
[92]LIN C H, LIN M L. Scale Parameter Determination in Automated Segmentation of Slope Units for Landslide Inventory Using Object-based Image Analysis[C]//Proceedings of the KKHTCNN Symposium on Civil Engineering. Singapore, November 18-20, 2013.
[93]宋高举,黄继超,吴东民.基于斜坡单元划分法的汝阳县地质灾害易发性区划[J].地质灾害与环境保护,2015,26(1):103-107.
[94]邱 骋,谢谟文,江崎哲郎,等.基于GIS的住宅区周边危险边坡三维稳定性评价[J].中国地质灾害与防治学报,2007,18(2):89-93.
[95]武雪玲,任 福,牛瑞卿,等.斜坡单元支持下的滑坡易发性评价支持向量机模型[J].武汉大学学报(信息科学版),2013,38(12):1499-1503.
[96]易靖松,张 勇,石胜伟,等,石岩.基于斜坡单元的山区城镇地质灾害风险快速评价研究:以江口镇为例[J].探矿工程(岩土钻掘工程),2018,45(8):72-78.
[97]刘渊博,牛瑞卿,于宪煜,等.旋转森林模型在滑坡易发性评价中的应用研究[J].武汉大学学报(信息科学版),2018,43(6):959-964.
[98]付 圣. 不同重现期区域滑坡灾害危险性定量评价[C]//2017年全国工程地质学术年会论文集. 北京:中国地质学会,2017.
[99]韩 煜. 基于ArcGIS的延长县区域滑坡灾害易发性评价[D].西安:长安大学,2017 .
[100]付 圣,陈丽霞,黎丰收,等.鄂西南山区小区域大比例尺滑坡灾害易发性及其精度评价[J].山地学报,2017,35(4):517-526.
[101]黄佳璇, 杜伟超, 王立伟, 等. 边坡单元的SAR数据特征[J]. 测绘科学, 2016, 41(10):111-114.
[102]谭 龙,陈 冠,曾润强,等.人工神经网络在滑坡敏感性评价中的应用[J].兰州大学学报(自然科学版),2014,50(1):15-20.
[103]许 波,谢谟文,何兴东,等.基于边坡单元的水库库岸稳定性层次分析与评价[J].水土保持通报,2016,36(3):290-296,370.
[104]王 凯,韦方强.区域滑坡评估中斜坡单元剖面线提取方法及实现[J].科技通报,2018,34(9):242-248.
[105]许 波,谢谟文,尹彦礼.基于GIS的山区水库表土滑移型塌岸宽度预测[J].人民黄河,2015,37(9):117-120,125.