Analysis and design of partial ground improvement in deep excavations

Computers and Geotechnics

Volumn 35, Issue 4, 2008, Pages 576-584

  Ou, Chang Yu ^a   Teng, Fu Chen ^a   Wang, I Wen ^a  

^a NATIONAL TAIWAN UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Taiwan)

Author keywords

Deep excavation; Finite element method; Ground improvement; Soft clay

Indexed keywords

CLAY MINERALS; CONCRETE CONSTRUCTION; DEFLECTION (STRUCTURES); EXCAVATION; MATERIALS SCIENCE; MIXING; NUMERICAL ANALYSIS; PHOTOACOUSTIC EFFECT; SETTLEMENT OF STRUCTURES; SOILS; THREE DIMENSIONAL; TWO DIMENSIONAL; WALLS (STRUCTURAL PARTITIONS);

ADJACENT BUILDINGS; ANALYSIS AND DESIGN; BALANCE (WEIGHTING); COMMON PROBLEMS; CORNER EFFECTS; DEEP MIXING METHOD (DMM); DEFLECTION (OVALIZATION); ELSEVIER (CO); FINITE ELEMENT ANALYSIS (FEA); GROUND IMPROVEMENTS; GROUND SETTLEMENTS; IN-SITU; JET GROUTING; PARAMETRIC STUDIES; SOFT CLAYS; THREE DIMENSIONAL FINITE ELEMENT METHOD (3 D FEM); TWO DIMENSIONAL FINITE ELEMENT METHOD (2D FEM); WALL DEFLECTIONS;

FINITE ELEMENT METHOD;

BUILDING; CLAY SOIL; DEFLECTION; DESIGN; EXCAVATION; FINITE ELEMENT METHOD; GROUND IMPROVEMENT; SOFT CLAY; SOIL IMPROVEMENT; THREE-DIMENSIONAL MODELING;

EID: 46749139910     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compgeo.2007.09.005     Document Type: Article

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