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Analysis on excess pore water pressure caused by prestressed concrete pipes construction in saturated clay ground

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成果类型:
期刊论文、会议论文
作者:
Fu, Guihai*;Wei, Limin;Zhou, Hui
通讯作者:
Fu, Guihai
作者机构:
[Fu, Guihai; Wei, Limin] Cent S Univ, Coll Civil & Architectural Engn, Changsha 410075, Hunan, Peoples R China.
[Fu, Guihai] Hu Nan City Univ, Coll Civil Engn, Yiyang 413000, Peoples R China.
[Zhou, Hui] Hu Nan City Univ, Coll City Manage Engn, Yiyang 413000, Peoples R China.
通讯机构:
[Fu, Guihai] C
Cent S Univ, Coll Civil & Architectural Engn, Changsha 410075, Hunan, Peoples R China.
语种:
英文
关键词:
Excess pore water pressure;Piles-driving;Single pile;Soft clay
期刊:
Advanced Materials Research
ISSN:
1022-6680
年:
2011
卷:
168-170
页码:
1238-1244
会议名称:
International Conference on Structures and Building Materials
会议论文集名称:
Advanced Materials Research
会议时间:
JAN 07-09, 2011
会议地点:
Guangzhou, PEOPLES R CHINA
会议主办单位:
[Fu, Guihai;Wei, Limin] Cent S Univ, Coll Civil & Architectural Engn, Changsha 410075, Hunan, Peoples R China.^[Fu, Guihai] Hu Nan City Univ, Coll Civil Engn, Yiyang 413000, Peoples R China.^[Zhou, Hui] Hu Nan City Univ, Coll City Manage Engn, Yiyang 413000, Peoples R China.
会议赞助商:
Guangdong Univ Technol, Fac Civil & Transportat Engn
主编:
Li, LJ
出版地:
KREUZSTRASSE 10, 8635 DURNTEN-ZURICH, SWITZERLAND
出版者:
TRANS TECH PUBLICATIONS LTD
ISBN:
978-0-87849-207-7
基金类别:
Technological Research and Development Key Program of the Ministry of Railways [2009G008-B]
机构署名:
本校为其他机构
院系归属:
土木工程学院
摘要:
Prestressed concrete pipes construction by hammer cause high excess pore water pressure in deep soft soils because Soil disturbance by violent and poor permeability of soft soil. Taking the typical soft ground in passenger special line from Hang Zhou to Ning Bo as the engineering example, the in-situ measuring of the excess pore water pressure in saturated clay ground during the construction of the piles was carried out, and the comparison analysis with the solutions from Vesic theory was also done. The changing rules of excess pore water pressure and its influence range during the sinking of ...

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