Coupled effects in stability analysis of pile-slope systems

Computers and Geotechnics

Volumn 32, Issue 4, 2005, Pages 304-315

  Won, Jinoh ^a   You, Kwangho ^b   Jeong, Sangseom ^a   Kim, Sooil ^a  

^a Yonsei University   (South Korea)

^b Suwon University   (South Korea)

Author keywords

3D numerical analysis; Coupled uncoupled analysis; Factor of safety; Homogeneous slope; Limit equilibrium analysis; Pile slope system; Shear strength reduction technique

Indexed keywords

FINITE DIFFERENCE METHOD; REDUCTION; SAFETY FACTOR; SHEAR STRENGTH; SLOPE STABILITY;

COUPLED ANALYSIS; HOMOGENEOUS SLOPE; LIMIT EQUILIBRIUM ANALYSIS; PILE-SLOPE SYSTEMS;

PILES;

NUMERICAL MODEL; PILE; SLOPE; SOIL-STRUCTURE INTERACTION;

EID: 20444402253     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compgeo.2005.02.006     Document Type: Article

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