Reliability-based calibration of resistance factors for static bearing capacity of driven steel pipe piles

Canadian Geotechnical Journal

Volumn 47, Issue 5, 2010, Pages 528-538

  Kwak, Kiseok ^a   Kim, Kyung Jun ^b   Huh, Jungwon ^c   Lee, Ju Hyung ^a   Park, Jae Hyun ^a  

^a Korea Institute of Civil Engineering and Building Technology   (South Korea)

^b North Carolina Department of Transportation   (United States)

^c Chonnam National University   (South Korea)

Author keywords

Bearing capacity; Calibration; Driven steel pipe pile; Load and resistance factor; Load test; Reliability

Indexed keywords

DESIGN STANDARD; FIRST ORDER RELIABILITY METHODS; FOUNDATION STRUCTURES; GROUP PILES; LOAD AND RESISTANCE FACTOR; LOAD AND RESISTANCE FACTOR DESIGNS; LOAD TEST; MONTE CARLO SIMULATION; N-VALUE; PILE FOUNDATION DESIGN; PILE TIP; RELIABILITY INDEX; RESISTANCE FACTORS; SINGLE PILES; SOUTH KOREA; STANDARD PENETRATION TEST; STATIC LOAD TESTS; STEEL PIPE PILE; SUBSURFACE CONDITIONS; TARGET RELIABILITY INDEX;

BEARINGS (STRUCTURAL); CALIBRATION; COMPUTER SIMULATION; DESIGN; MONTE CARLO METHODS; PILE FOUNDATIONS; PILES; PUMPS; QUALITY ASSURANCE; RELIABILITY ANALYSIS; RELIABILITY THEORY; STEEL PIPE; TESTING; WELDS;

BEARING CAPACITY;

BEARING CAPACITY; CALIBRATION; CONSTRUCTION METHOD; DATABASE; DESIGN; LOADING; LOADING TEST; MONTE CARLO ANALYSIS; PENETRATION TEST; PILE; PIPE LAYING; RELIABILITY ANALYSIS; SIMULATION; STATIC RESPONSE; STEEL STRUCTURE; SUBTERRANEAN ENVIRONMENT;

SOUTH KOREA;

EID: 77952615291     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/T09-119     Document Type: Article

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