Nonlinear pile foundation analysis using Florida-Pier

Journal of Bridge Engineering

Volumn 1, Issue 4, 1996, Pages 135-142

  Hoit, M I ^a   McVay, M ^a   Hays, C ^a   Andrade, P W ^b  

^a University of Florida   (United States)

^b The University of Texas at Austin   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SIMULATION; COMPUTER SOFTWARE; FINITE ELEMENT METHOD; PILE FOUNDATIONS; SOIL STRUCTURE INTERACTIONS; STIFFNESS; STRESS ANALYSIS; STRUCTURAL ANALYSIS;

SOFTWARE PACKAGE FLORIDA PIER;

BRIDGE PIERS;

PILE FOUNDATION ANALYSIS;

EID: 0030275375     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(1996)1:4(135)     Document Type: Article

References (6)

1. Andrade, P. (1994). "Materially and geometrically non-linear analysis of laterally loaded piles using a discrete element technique," MS report, Univ. of Florida, Gainesville, Fla.
2. Hoit, M. I., and McVay, M. (1994). Florida-pier user's manual. Univ. of Florida, Gainesville, Fla.
3. McVay, M. C., Shang, T., and Casper, R. (1996). "Centrifuge testing of fixed-head laterally loaded battered and plumb pile groups in sand." ASTM Geotech. Testing J., (Mar.), 41-50.
4. Mitchell, J. S. (1973). "A nonlinear analysis of biaxially loaded beamcolumns using a discrete element model," PhD dissertation, The Univ. of Texas at Austin, Tex.
5. Precast/Prestressed Concrete Institute. (1992). PCI design handbook, 4th Ed.
6. Wang, S., and Reese, L. C. (1993). "COM624P version 2.0 by Ensoft." Publ. No. FHWA-SA-91-048, Fed. Hwy. Admin., Washington, D.C.