Use of state-dependent strength in estimating end bearing capacity of piles in sand

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 134, Issue 7, 2008, Pages 1010-1014

  Yang, Jun ^a   Mu, F ^a  

^a UNIVERSITY OF HONG KONG   (Hong Kong)

Author keywords

Bearing capacity; Pile foundations; Piles; Sand; Shear strength

Indexed keywords

ARCHITECTURAL DESIGN; BEARING CAPACITY; BEARINGS (STRUCTURAL); CORRELATION METHODS; CRITICAL CURRENT DENSITY (SUPERCONDUCTIVITY); DEPOSITS; FORECASTING; FRICTION; MECHANICS; PILE FOUNDATIONS; PRESSURE; SAND; SHEAR STRENGTH; WELDS;

(P ,P ,T) MEASUREMENTS; CONFINING PRESSURES; CRITICAL STATES; DENSE SANDS; DENSITY DEPENDENCE; END BEARING CAPACITY; FRICTION ANGLES; PILE FOUNDATION DESIGN; PILE LOAD TESTING; RELATIVE DENSITIES; STATE DEPENDENT; STRENGTH (IGC: D5/D6);

PILES;

BEARING CAPACITY; LOADING TEST; PILE; SAND; SHEAR STRENGTH; SOIL-STRUCTURE INTERACTION;

EID: 45749120319     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2008)134:7(1010)     Document Type: Article

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