Three-dimensional effects for supported excavations in clay

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 133, Issue 1, 2007, Pages 30-36

  Finno, Richard J ^a   Blackburn, J Tanner ^b   Roboski, Jill F ^c  

^a Northwestern University   (United States)

^b TEXAS A AND M UNIVERSITY   (United States)

^c GeoSnytec Consultants   (United States)

Author keywords

Clays; Excavation; Geometry; Stiffness; Three dimensional analysis

Indexed keywords

COMPUTATIONAL GEOMETRY; COMPUTER SIMULATION; EXCAVATION; STIFFNESS; STRAIN;

BASAL HEAVE; GROUND MOVEMENTS; PLANE STRAIN RATIO;

CLAY;

CLAY; EXCAVATION; FINITE ELEMENT METHOD; GEOMETRY; GROUND MOVEMENT; PLANE STRAIN; STIFFNESS; STRAIN RATE; THREE-DIMENSIONAL MODELING;

COMPUTER SIMULATION; FINITE ELEMENT ANALYSIS; STIFFNESS; STRAIN;

EID: 33845656484     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2007)133:1(30)     Document Type: Article

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