Chapter
Apr 26, 2012
Pile-Bottom Grouting Technology for Bored Cast-in-Situ Pile Foundation
Authors: Zhiguo Zhang, Tiejun Lu, Yucheng Zhao, Jingchun Wang, and Youdao LiAuthor Affiliations
Publication: GeoSupport 2004: Drilled Shafts, Micropiling, Deep Mixing, Remedial Methods, and Specialty Foundation Systems
Abstract
Grouting at the bottom of a pile may considerably increase the bearing capacity, reduce settlement, and improve the property of pile-soil working together, hence its wide application in recent years in China. This paper, based on a specific case of construction, explains the mechanism of how grouting improves the bearing capacity, the technical parameters of grouting, quality guarantee measures and common problems in grouting. It is proved through test piles that grouting technology is not only effective, but also economical and simple, therefore it is a worthwhile technology to consider.
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GeoSupport 2004: Drilled Shafts, Micropiling, Deep Mixing, Remedial Methods, and Specialty Foundation Systems
Pages: 935 - 944
Copyright
© 2004 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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Authors
Affiliations
Zhiguo Zhang
M.ASCE
Associate Professor, Shijiazhuang Railway Inst., Dept. of Civil Engrg., Post Code 050043, Shijiazhuang City, China
Tiejun Lu
Associate Professor, Shijiazhuang Railway Inst., Dept. of Civil Engrg., Post Code 050043, Shijiazhuang City, China
Yucheng Zhao
Senior Civil Engineer, Shijiazhuang Railway Inst., Dept. of Civil Engrg., Post Code 050043, Shijiazhuang City, China
Jingchun Wang
Associate Professor, Shijiazhuang Railway Inst., Dept. of Civil Engrg., Post Code 050043, Shijiazhuang City, China
Youdao Li
P.E.
Civil Engineer, 11th China Railway Construction Bureau, Railway Construction Administration Center, Post Code 441003, Xiangfan City, China
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