Experimental investigation of grouted helical piers for use in foundation rehabilitation

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 134, Issue 9, 2008, Pages 1280-1289

  Bian, Yueying ^a   Hutchinson, Tara C ^b   Wilson, Dan ^c   Laefer, Debra ^d   Brandenberg, Scott ^e  

^a KPFF CONSULTING ENGINEERS   (United States)

^b UNIVERSITY OF CALIFORNIA SAN DIEGO   (United States)

^c University of California   (United States)

^d UNIVERSITY COLLEGE DUBLIN   (Ireland)

^e UNIVERSITY OF CALIFORNIA   (United States)

Author keywords

Centrifuge models; Deep foundations; Grouting; Piers; Rehabilitation

Indexed keywords

CARBON FIBER REINFORCED PLASTICS; CENTRIFUGATION; CONCRETE CONSTRUCTION; FOUNDATIONS; GEOTECHNICAL ENGINEERING; GROUTING; MORTAR; PATIENT REHABILITATION; PIERS; REGIONAL PLANNING; RESEARCH; STRENGTHENING (METAL); TECHNOLOGY;

CENTRIFUGE MODELS; DEEP FOUNDATIONS; ENGINEERING PRACTICES; EXPERIMENTAL INVESTIGATIONS; EXPERIMENTAL METHODS; EXPLORATORY RESEARCH; FUTURE RESEARCH; GEOTECHNICAL CENTRIFUGES; GROUT MIXES; HELICAL PIERS; INJECTION PRESSURES; LOAD PERFORMANCE; PLACEMENT TOOLS; PRACTICAL METHODS; REHABILITATION; TEST SPECIMENS; UNIVERSITY OF CALIFORNIA; URBAN AREAS;

SEALING (CLOSING);

CENTRIFUGAL MODEL TEST; EXPERIMENTAL STUDY; FOUNDATION; GROUTING; PIER;

EID: 50149116352     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2008)134:9(1280)     Document Type: Article

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