[1]肖洪伟, 黄兴, 肖兵. 输电线路含碎石粘性土边坡滑坡特性及预防措施[J].电力建设, 2007, 28(10):64-66.
[2]严福章,袁兆祥,盛大凯. 500 kV二淮—自贡输电线路地质灾害及防治之启示[J]. 电力建设,2010,31(5):26-29.
[3]郑颖人, 陈祖煜, 王恭先,等. 边坡与滑坡工程治理 [M]. 2版. 北京: 人民交通出版社, 2010:37-42.
[4] 严福章, 李晓军.电网工程滑坡滑带的工程地质性质[J].电力建设,2010,31(11):43-46.
[5] 周凯敏. 降雨诱发砂土泥石流的宏细观机理研究[D]. 上海: 同济大学, 2010.
[6]Iverson R M.The physics of debris flows[J]. Reviews of Geophysics, 1997, 35(3): 245-296.
[7] Anderson S A. Analysis of rainfall-induced debris flows[J].Journal of Hydraulic Enginering, 1995, 121(7): 544-552.
[8] Wang G, Sassa K. Factors affecting rainfall-induced flowslides in laboratory flume tests[J]. Geotechnique, 2001,51(7):587-599.
[9] 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(1/2):109-125.
[10] Okada Y, Ochiai H. Flow characteristics of 2-phase granular mass flows from model flume tests[J]. Engineering Geology,2008,97(1/2):1-14.
[11] Wang F W, Shibata H. Influence of soil permeability on rainfall-induced flowslides in laboratory flume tests[J]. Journal of Canadian Geotechnical,2007,44(9):1128-1136.
[12] Acharya G, Cochrane T A, Davies T, et al. The influence of shallow landslides on sediment supply: a flume-based investigation using sandy soil[J]. Engineering Geology,2009,109(3/4): 161-169.
[13] 陈晓清, 崔鹏, 冯自立, 等. 滑坡转化泥石流起动的人工降雨试验研究[J]. 岩石力学与工程学报,2006,25(1):106-116.
[14] 李元海.数字照相变形量测技术及其在岩土模型试验中的应用[D].上海:同济大学,2003. |