Field behavior of excavation stabilized by deep soil mixing

Journal of Geotechnical Engineering

Volumn 123, Issue 6, 1997, Pages 516-524

  O'Rourke, T D ^a,b   O'Donnell, C J ^a,c  

^a ASCE   (United States)

^b Cornell University   (United States)

^c MUESER RUTLEDGE CONSULTING ENGINEERS   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EXCAVATION; GROUTING; HYDROSTATIC PRESSURE; PORE PRESSURE; SOIL TESTING; STRAIN; STRUCTURAL LOADS;

DEEP SOIL MIXING; TIEDBACK EXCAVATIONS;

CLAY DEPOSITS;

DEEP MIXING; EXCAVATION; GROUTING; MARINE CLAY; SOIL STABILIZATION; TIEBACK;

USA, MASSACHUSETTES, BOSTON;

EID: 0031171287     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1997)123:6(516)     Document Type: Article

References (12)

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