Numerical analysis of scouring effects on the behavior of pile foundations with the mohr-coulomb model

Geotechnical Special Publication

Volumn , Issue 214 GSP, 2011, Pages 82-87

  Liang, Fa Yun ^a   Wang, Ya Qiang ^a   Han, Jie ^b  

^a TONGJI UNIVERSITY   (China)

^b University of Kansas   (United States)

Author keywords

bearing capacity; finite element method; Mohr Coulomb model; pile foundation; scouring

Indexed keywords

ELASTIC-PLASTIC BEHAVIOR; FINITE ELEMENT; LOCAL SCOUR; MOHR COULOMB MODEL; NUMERICAL RESULTS;

BEARINGS (STRUCTURAL); FINITE ELEMENT METHOD; GEOLOGIC MODELS; PILE FOUNDATIONS; PILES; RELIABILITY ANALYSIS; TEXTILE SCOURING;

BEARING CAPACITY;

EID: 80052823329     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/47625(404)11     Document Type: Conference Paper

References (6)

1. Lagasse, PF, Clopper, PE, Zevenbergen, LW, and Girard LW (2007). National Cooperative Highway Research program (NCHRP Report 593): Countermeasures to protect bridge piers from scour [R]. Washington DC: Transportation research Board.
2. Wardhana K and Hadipriono FC (2003). Analysis of Recent Bridge Failures in the United States [J]. Journal of Performance of Constructed Facilities, ASCE, 17(3): 144-150. (Pubitemid 40285555)
3. Melville, B.W. and Coleman, S.E. (2000). Bridge Scour. Water Resources Publications, Highlands Ranch, Colorado.
4. Liang FY, Bennett CR, Parsons RL, et. al (2009). A literature review on behavior of scoured piles under bridges[C]. Orlando: the 2009 International Foundation Congress and Equipment Expo, ASCE, GSP186: 482-489.
5. Diamantidis D, and Arnesen K (1986). Scour effects in piles structures - a sensitivity analysis [J]. Ocean Engineering, 13(5): 497-502.
6. Liang FY, Chen LZ, Shi XG (2003). Numerical analysis of composite piled raft with cushion subjected to vertical load [J]. Computers and Geotechnics, 30(6): 443-453.