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	Comparative Study on Landslide Disaster Treatment Effect by Using XCC Pile and Traditional Circular Pile
	Kong, Gangqiang; Zhou, Hang; Ding, Xuanming; Yang, Qing
刊名	DISASTER ADVANCES
	2013
卷号	6页码:151-155
关键词	landslide disaster XCC pile sliding stability finite element method embankment
ISSN号	0974-262X
URL标识	查看原文
内容类型	期刊论文
URI标识	http://www.corc.org.cn/handle/1471x/4538867
专题	大连理工大学
作者单位	1.Hohai Univ, Coll Civil & Transportat Engn, Nanjing 210098, Jiangsu, Peoples R China. 2.Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Peoples R China.
推荐引用方式 GB/T 7714	Kong, Gangqiang,Zhou, Hang,Ding, Xuanming,et al. Comparative Study on Landslide Disaster Treatment Effect by Using XCC Pile and Traditional Circular Pile[J]. DISASTER ADVANCES,2013,6:151-155.
APA	Kong, Gangqiang,Zhou, Hang,Ding, Xuanming,&Yang, Qing.(2013).Comparative Study on Landslide Disaster Treatment Effect by Using XCC Pile and Traditional Circular Pile.DISASTER ADVANCES,6,151-155.
MLA	Kong, Gangqiang,et al."Comparative Study on Landslide Disaster Treatment Effect by Using XCC Pile and Traditional Circular Pile".DISASTER ADVANCES 6(2013):151-155.

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