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Load Tests for Jet Grouting at Macau
T.M.H. Lok; H.S. Leong; Y.L. Wong; I.C. Chan; W.M. Yan
2008
Conference Namethe 28th Annual Seminar Geotechnical Division
Source PublicationProceedings of the 28th Annual Seminar Geotechnical Division, The Hong Kong Institution of Engineers, 2 May 2008, pp.35-42.
Conference Date2 May 2008
Conference PlaceHong Kong
Abstract

A construction project involved ground improvement for a mat foundation with high pressure jetgrouting is described. The mat foundation is about 1700 m 2in area. The soil profile consists of12 m of soft soil below the ground surface, which was improved by jet grout piles at 1.5 mspacing. There were two tests on individual jet grout piles and two plate load tests on thecomposite foundation. Observations of the foundation settlements during and after constructionshowed satisfactory performance of the ground improvement.

Language英語English
Document TypeConference paper
CollectionFaculty of Science and Technology
DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING
AffiliationMacau Association for Geotechnical Engineering, Macau SAR, China
Recommended Citation
GB/T 7714
T.M.H. Lok,H.S. Leong,Y.L. Wong,et al. Load Tests for Jet Grouting at Macau[C],2008.
APA T.M.H. Lok,H.S. Leong,Y.L. Wong,I.C. Chan,&W.M. Yan.(2008).Load Tests for Jet Grouting at Macau.Proceedings of the 28th Annual Seminar Geotechnical Division, The Hong Kong Institution of Engineers, 2 May 2008, pp.35-42..
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