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ANALYSIS ON IMPACTS OF CONSTRUCTION TECHNOLOGY ON BEARING CAPACITY OF GROUTING PILES

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成果类型:
会议论文
作者:
Fu Hel-in*;Nie Chun-long
通讯作者:
Fu Hel-in
作者机构:
[Fu Hel-in; Nie Chun-long] Cent S Univ, Sch Civil Engn, Changsha 410025, Hunan, Peoples R China.
[Nie Chun-long] Nanhua Univ, Sch Urban Construct, Hengyang 421001, Peoples R China.
通讯机构:
[Fu Hel-in] C
Cent S Univ, Sch Civil Engn, Changsha 410025, Hunan, Peoples R China.
语种:
英文
关键词:
Construction technology;grouting pile;bearing capacity;interface of pile-soil;lateral resistance;bottom resistance
期刊:
SECOND INTERNATIONAL SYMPOSIUM ON INNOVATION & SUSTAINABILITY OF MODERN RAILWAY - PROCEEDINGS OF ISMR '2010
年:
2010
页码:
339-342
会议名称:
2nd International Symposium on Innovation and Sustainability of Modern Railway (ISMR 2010)
会议时间:
SEP 20-21, 2010
会议地点:
Irkutsk State Transport Univ, Irkutsk, RUSSIA
会议主办单位:
Irkutsk State Transport Univ
会议赞助商:
Irkutsk State Transport Univ, E China Jiaotong Univ
主编:
Khomenko, AP
出版地:
ST CHERNYSHEVSKOGO 15, IRKUTSK, 664074, RUSSIA
出版者:
IRKUTSK STATE TRANSPORT UNIV
ISBN:
978-5-8038-0676-9
机构署名:
本校为其他机构
院系归属:
土木工程学院
摘要:
Different construction technologies of grouting piles bring different properties of interfaces of rile-soil thus influencing bearing capacity. In this loaner, theoretical calculations can be done with the values of A, it/and a considered to determine impacts of construction technology on bearing capacity of grouting piles. At the same time, side resistance and bottom resistance of piles is discussed. though the pore forming method ...

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