Bearing capacity of circular footings under surcharge using state-dependent finite element analysis

Computers and Geotechnics

Volumn 32, Issue 6, 2005, Pages 445-457

  Lee, Junhwan ^a   Salgado, Rodrigo ^b   Kim, Sooil ^a  

^a Yonsei University   (South Korea)

^b PURDUE UNIVERSITY   (United States)

Author keywords

Bearing capacity; CPT; Footings; Non linear stress strain model; Sands; Surcharge

Indexed keywords

BEARING CAPACITY; COMPUTER SIMULATION; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; SAND; SHEAR STRENGTH; SOILS; STRAIN; STRESSES;

CIRCULAR FOOTINGS; NONLINEAR STRESS-STRAIN MODEL; SURCHARGE;

SUPPORTS;

BEARING CAPACITY; FOOTING;

EID: 28044440699     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compgeo.2005.07.005     Document Type: Article

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