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	Comparative Analysis on Landslide Disaster Treated by Using PCC Pile and Drilled Shaft under Lateral Load
	Kong, Gangqiang; Ding, Xuanming; Yang, Qing; Deng, Zongwei
刊名	DISASTER ADVANCES
	2013
卷号	6页码:438-443
关键词	landslide disaster PCC pile embankment sliding stability LPILE
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/4538863
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. 3.Hunan City Univ, Sch Civil Engn, Yiyang 413000, Peoples R China.
推荐引用方式 GB/T 7714	Kong, Gangqiang,Ding, Xuanming,Yang, Qing,et al. Comparative Analysis on Landslide Disaster Treated by Using PCC Pile and Drilled Shaft under Lateral Load[J]. DISASTER ADVANCES,2013,6:438-443.
APA	Kong, Gangqiang,Ding, Xuanming,Yang, Qing,&Deng, Zongwei.(2013).Comparative Analysis on Landslide Disaster Treated by Using PCC Pile and Drilled Shaft under Lateral Load.DISASTER ADVANCES,6,438-443.
MLA	Kong, Gangqiang,et al."Comparative Analysis on Landslide Disaster Treated by Using PCC Pile and Drilled Shaft under Lateral Load".DISASTER ADVANCES 6(2013):438-443.

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