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Comparative Analysis on Landslide Disaster Treated by Using PCC Pile and Drilled Shaft under Lateral Load

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成果类型:
期刊论文
作者:
Kong, Gangqiang*;Ding, Xuanming;Yang, Qing;Deng, Zongwei
通讯作者:
Kong, Gangqiang
作者机构:
[Kong, Gangqiang; Ding, Xuanming] Hohai Univ, Coll Civil & Transportat Engn, Nanjing 210098, Jiangsu, Peoples R China.
[Yang, Qing] Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Peoples R China.
[Deng, Zongwei] Hunan City Univ, Sch Civil Engn, Yiyang 413000, Peoples R China.
通讯机构:
[Kong, Gangqiang] H
Hohai Univ, Coll Civil & Transportat Engn, Nanjing 210098, Jiangsu, Peoples R China.
语种:
英文
关键词:
landslide disaster;PCC pile;embankment;sliding stability;LPILE
期刊:
Disaster Advances
ISSN:
0974-262X
年:
2013
卷:
6
页码:
438-443
基金类别:
National Science Foundation of ChinaNational Natural Science Foundation of China (NSFC) [51008116, 51278170]; National Science Joint High Speed Railway Foundation of China [U1134207]
机构署名:
本校为其他机构
院系归属:
土木工程学院
摘要:
Cast-in-place concrete large-diameter pipe pile (referred to as PCC pile) is widely used for pile-supported embankment over soft soils in China. However, the studies focused on the sliding stability and calculated method of this new pile type under lateral load was relatively little. Therefore, base on PCC pile-supported embankments in the eastern coastal region of China case study, undrained shear strength, conventional p-y criteria, and modified pile modulus are recommended for lateral bearing capacity calculation basing on LPILE plus 5.0. The correctness of calculated method is verified by ...

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