[1]ZHU Ji-xiang,ZHANG Li-zhong,ZHOU Xiao-yuan,et al.Assessment of Landslide Hazard of Wangcang County Based on Slope Development Factors[J].Research of Soil and Water Conservation,2014,21(03):309-314.
Copy

Assessment of Landslide Hazard of Wangcang County Based on Slope Development Factors

References:
[1] 徐丹梅,杜尚海.三角带滑坡稳定性对极端气候的响应[J].水土保持研究,2011,18(3):168-171.
[2] 石菊松,石玲,吴树仁,等.滑坡风险评估实践中的难点与对策[J].地质通报,2009,28(8):1020-1030.
[3] Carrara A, Pike R J. GIS technology and models for assessing landslide hazard and risk[J]. Geomorphology,2008,94(3):257-260.
[4] 徐黎明,王清,陈剑平,等.二密滑坡形成机制[J].吉林大学学报:地球科学版,2012,42(4):1104-1111.
[5] 许强,董秀军.汶川地震大型滑坡成因模式[J].地球科学:中国地质大学学报,2011,36(6):1134-1142.
[6] 彭令,牛瑞卿,陈丽霞.GIS支持下三峡库区秭归县滑坡灾害空间预测[J].地理研究,2010,29(10):1889-1898.
[7] 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.
[8] 田东方,刘德富,郑宏,等.降雨条件下滑坡排水沟排水数值模拟[J].岩土力学,2011,32(4):1255-1261.
[9] 王宇,李晓,张博,等.降雨作用下滑坡渐进破坏动态演化研究[J].水利学报,2013,44(4):416-425.
[10] 冯振,殷跃平,李滨,等.鸡尾山特大型岩质滑坡的物理模型试验[J].中南大学学报:自然科学版,2013,44(7):2827-2835.
[11] 张军新,裴向军,黄润秋,等.顺层岩质变形体变形机制及治理对策研究[J].水土保持研究,2011,18(3):177-181.
[12] 徐峰,汪洋,杜娟,等.基于时间序列分析的滑坡位移预测模型研究[J].岩石力学与工程学报,2011,30(4):746-751.
[13] 樊晓一.滑坡位移多重分形特征与滑坡演化预测[J].岩土力学,2011,32(6):1831-1837.
[14] Pradhan B. A comparative study on the predictive ability of the decision tree, support vector machine and neuro-fuzzy models in landslide susceptibility mapping using GIS[J]. Computers & Geosciences,2012,51:350-365.
[15] Kayastha P, Dhital M R, De Smedt F. Application of the analytical hierarchy process (AHP) for landslide susceptibility mapping:A case study from the Tinau watershed, west Nepal[J]. Computers & Geosciences,2012,52:398-408.
[16] Piacentini D, Troiani F, Soldati M, et al. Statistical analysis for assessing shallow-landslide susceptibility in South Tyrol (south-eastern Alps, Italy)[J]. Geomorphology,2012,151:196-206.
[17] 陈小婷,黄波林.望霞大斜坡地质灾害链形成过程分析[J].水土保持研究,2011,18(1):82-86.
[18] 陈天健,蔡和伦,黄彦荣,等.人工降雨模型试验研究降雨入渗对滑坡类型之影响[J].水土保持研究,2012,19(1):254-257.
[19] Varnes D J. Landslide hazard zonation:a review of principles and practice[C]//International association of engineering geology commission on landslides and other mass movements on slopes. Int. Assoc. Eng. Geol., UNESCO Natural Hazards Series,1984:
[20] 朱阿兴,裴韬,乔建平,等.基于专家知识的滑坡危险性模糊评估方法[J].地理科学进展,2006,25(7):1-13.
[21] 胡明鉴,汪稔,张平仓.斜坡稳定性及降雨条件下激发滑坡的试验研究:以蒋家沟流域滑坡堆积角砾土坡地为例[J].岩土工程学报,2001,23(4):454-457.
[22] Reid M E, Nielsen H P, Dreiss S J. Hydrologic factors triggering a shallow hillslope failure[J]. Bulletin of the Association of Engineering Geologists,1988,25(3):349-361.
[23] 徐则民,黄润秋,范柱国.滑坡灾害孕育-激发过程中的水-岩相互作用[J].自然灾害学报,2005,14(1):1-9.
[24] 张明,胡瑞林,谭儒蛟,等.降雨型滑坡研究的发展现状与展望[J].工程勘察,2009(3):11-17.
[25] Okura Y, Kitahara H, Ochiai H, et al. Landslide fluidization process by flume experiments[J]. Engineering Geology,2002,66(1):65-78.
[26] Wang G, Sassa K. Pore-pressure generation and movement of rainfall-induced landslides:effects of grain size and fine-particle content[J]. Engineering Geology,2003,69(1):109-125.
[27] 吴亚子,傅荣华,王健,等.大渡河松坪滑坡形成机制及稳定性分析[J].水土保持研究,2011,18(2):62-65.
[28] Lam L, Fredlund D G. Saturated-unsaturated transient finite element seepage model for geotechnical engineering[J]. Advances in Water Resources,1984,7(3):132-146.
[29] Kim J, Jeong S, Park S, et al. Influence of rainfall-induced wetting on the stability of slopes in weathered soils[J]. Engineering Geology,2004,75(3):251-262.
Similar References:

Memo

-

Last Update: 1900-01-01

Online:394       Total Traffic Statistics:27500041

Website Copyright: Research of Soil and Water Conservation Shaanxi ICP No.11014090-10
Tel: 029-87012705 Address: Editorial Department of Research of Soil and Water Conservation, No. 26, Xinong Road, Yangling, Shaanxi Postcode: 712100