Behavior of slender piles subject to free-field lateral soil movement

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 134, Issue 4, 2008, Pages 428-436

  White, David J ^a   Thompson, Mark J ^b   Suleiman, Muhannad T ^a   Schaefer, Vernon R ^a  

^a IOWA STATE UNIVERSITY   (United States)

^b CH2M HILL   (United States)

Author keywords

Interactions; Pile load tests; Slope stability

Indexed keywords

BENDING MOMENTS; DYNAMIC RESPONSE; FAILURE ANALYSIS; PILES; SHEAR STRENGTH; SLOPE STABILITY;

LATERAL TRANSLATION; RELATIVE DISPLACEMENT;

SOIL STRUCTURE INTERACTIONS;

BENDING; COHESIVE SOIL; DISPLACEMENT; PILE RESPONSE; RESPONSE ANALYSIS; SHEAR STRENGTH; SLOPE STABILITY; SOIL-STRUCTURE INTERACTION;

EID: 41049116178     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2008)134:4(428)     Document Type: Article

References (14)

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