[1]
Xiaobin Zhou. The harmful way and prevention of mud-rock flow disaster to the bridge structure[D]. Shanghai: Tongji Univ., (2006).
Google Scholar
[2]
Gang Cen. Analysis on the cause of concrete bridge structure damage[J] ChengShi Jianshe LiLun Yan Jiu, 2011, (19).
Google Scholar
[3]
Jikang Wang, Debris flow prevention engineering[M]. Beijing:Chinese Railway Press, (1996).
Google Scholar
[4]
The basic construction bureau of the Ministry of Railways, Survey and treatment of debris flow, [S]. (1959).
Google Scholar
[5]
Hong-kai CHEN, Kang MA, Yong-tai MA, etal. Outline of 《Design Guidbook of Civil Engineering against Debris Flow along Highways》[J], Journal of Chongqing Jiaotong University2006, (8): 25-4.
Google Scholar
[6]
Underhill w.R.L., Dokainis M.A. &OFavaQE A method for contact problems usingvirtual elemems[J]. Comput Meth Appi Meth Engng, 1997, 143(2): 229~247.
Google Scholar
[7]
Jisha Wu, Tarn Lianquan. On The Debris Flow Science[J]. Mountain Research, 1996, 14(2): 26-33.
Google Scholar
[8]
Shouchang Shen. Experimental study on the rheological properties of mudslides[J]. Journal of Hydraulic Engineering, 1998, (9): 7-13.
Google Scholar
[9]
Guangqian Wang, Songdong Shao, Xiangjun Fei, Debris Flow Simulation:I-Model[J]., Journal of Sediment Research, 1998. 09.
Google Scholar
[10]
LS-DYNA USER'S MANUAL, Version970, (2003).
Google Scholar
[11]
Liang He, Research on Simulation Analysis for Collision between Ship and Pier of Large Span Bridge[D]. Sichuan Chengdu: Southwest Jiaotong Univ., 2009, 05.
Google Scholar
[12]
Lingjia Liu, Exploration of the Design Value in Piers under the impacting force[M]. Shanxi architecture, 2004. 2.
Google Scholar
[13]
Ministry of Land and Resources of the People's Republic of China, Code for investigation of debris flow disaster prevention project(DZ/T 0220-2006)[S].
Google Scholar
[14]
Bazan.Z. Petal. State-of-the Art Report on FlniteE1ement Analysis of R.C. Chap[J]. ASCE Special Publicatlon. (1982).
Google Scholar