Nonlinear analysis of integral bridges: Finite-element model

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 127, Issue 5, 2001, Pages 454-461

  Faraji, Susan ^a   Ting, John M ^a   Crovo, Daniel S ^b   Ernst, Helmut ^b  

^a University of Massachusetts   (United States)

^b Massachusetts Hwy Dept   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ABUTMENTS (BRIDGE); BRIDGES; FINITE ELEMENT METHOD; SOILS; THERMAL EXPANSION;

SOIL-STRUCTURE INTERACTIONS;

GEOTECHNICAL ENGINEERING;

BRIDGE; FOUNDATION; NONLINEARITY; SOIL-STRUCTURE INTERACTION; THERMAL EXPANSION;

EID: 0035340838     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2001)127:5(454)     Document Type: Article

References (16)

1. American Petroleum Institute (API). (1993). "Recommended practice for planning, designing, and constructing fixed offshore platforms - Working stress design." 20th Ed., API RP2A-WSD, Washington, D.C.
2. California Department of Transportation (CALTRANS). (1981). Bridge design practice manual, Sacramento, Calif.
3. Canadian Geotechnical Society (CGS). (1992). Canadian foundation engineering manual, 3rd Ed., Toronto.
4. Clough, G. W., and Duncan, J. M. (1971). "Finite-element analyses of retaining wall behavior." J. Soil Mech. and Found. Div., ASCE, 97(12), 1657-1673.
5. Clough, G. W., and Duncan, J. M. (1991). "Earth Pressures." Chapter 6, Foundation engineering manual, 2nd Ed., H. Y. Fang, ed., Van Nostrand Reinhold, New York, 223-235.
6. Faraji, S. (1997). "Behavior of integral abutment bridges in Massachusetts - Year II." Rep., University of Massachusetts Transportation Center, Amherst, Mass.
7. Greiman, L. F., Abendroth, R. E., Johnson, D. E., and Ebner, P. B. (1987). "Pile design and tests for integral abutment bridges." Final Rep., Iowa State University, Ames, Iowa.
8. GTSTRVDL user's manual; vol. 1, rev. M. (1991). GTICES Sys. Lab., Georgia Institute of Technology, Atlanta.
9. Husain, I., and Bagnariol, D. (1996). "Integral abutment bridges." Rep. No. SO-96-01, Struct. Ofc., Ministry of Transportation of Ontario, Toronto, Canada.
10. "MassHighway Bridge Manual." (1999). Design guidelines and standard details for integral abutment bridges, Draft, Massachusetts Highway Department, Boston.
11. National Cooperative Highway Research Program (NCHRP). (1991). Manuals for the design of bridge foundations, R. M. Barker, J. M. Duncan, K. B. Rojiani, P. S. K. Ooi, C. K. Tan, and S. G. Kim, eds. Rep. 343, Transportation Research Board, Washington, D.C.
12. PLUS - Stress and deformation analysis of piles under lateral loading." Ensoft, Inc., Austin, Tex.
13. Thomson, T. A., and Lutenegger, A. J. (1998). "Passive earth pressure tests on an integral bridge abutment." Proc., 4th Int. Conf. Case Histories in Geotech. Engrg.
14. Ting, J. M., and Faraji, S. (1998). "Streamlined analysis and design of integral abutment bridges." Rep. UTMC 97-13, University of Massachusetts Transportation Center, Amherst, Mass.
15. U.S. Department of the Navy. (1971). "Design manual - Soil mechanics, foundations, and earth structures." NAVFAC DM-7, Naval Facilities Engineering Command, Alexandria, Va.
16. Wang, S. T., and Reese, L. C. (1993). "COM624P - Laterally loaded pile analysis for the microcomputer, ver. 2.0." FHWA-SA-91-0048, Spring-field, Va.