Experimental and analytical investigation of bridge timber piles under eccentric loads

Engineering Structures

Volumn 32, Issue 8, 2010, Pages 2237-2246

  Borello, Daniel J ^a   Andrawes, Bassem ^a   Hajjar, Jerome F ^a   Olson, Scott M ^a   Hansen, James ^b  

^a University of Illinois at Urbana Champaign   (United States)

^b Shannon and Wilson Inc   (United States)

Author keywords

Bridges; Eccentric load; Nonlinear analysis; Timber piles

Indexed keywords

ANALYTICAL INVESTIGATIONS; AS-SOILS; BRIDGE DESIGN; CONCENTRIC LOADS; ECCENTRIC COMPRESSION; ECCENTRIC LOAD; ECCENTRIC LOADING; ECCENTRIC LOADS; GEOMETRIC NON-LINEARITY; NUMERICAL MODELS; NUMERICAL RESULTS; PROTOTYPE BRIDGES; SIMPLY SUPPORTED; STRUCTURAL BEHAVIORS; TIMBER PILES;

BRIDGES; GEOLOGIC MODELS; LOADING; NONLINEAR ANALYSIS; NUMERICAL ANALYSIS; TIMBER;

PILES;

BRIDGE; COMPRESSION; EXPERIMENTAL STUDY; FLEXURE; LOADING; NONLINEARITY; NUMERICAL MODEL; PILE RESPONSE; STRUCTURAL RESPONSE; TIMBER;

EID: 77953611102     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2010.03.026     Document Type: Article

References (23)

1. Timber Piling Council. Timber pile design and construction manual. Vancouver (WA): American Wood Preservers Institute; 2002.
2. Forest Products Society. Wood handbook - wood as an engineering material. Madison (WI): Forest Products Society; 1999.
3. ASTM International (ASTM). D25 standard specification for round timber piles. West Conshohocken (PA): American Society of Testing and Materials; 1999.
4. Tomlinson M.J. Pile design and construction practice 1977, Viewpoint Publications, London (UK).
5. Peck R.B., Hanson W.E., Thornburn T.H. Foundation engineering 1974, John Wiley and Sons Inc, New York (NY).
6. American Assosciated of State Highway Officials (AASHTO). LRFD bridge design specification. Washington (DC): American Assosciation of State Highway Officials; 2007.
7. Newlin JA, Trayer GW. Stresses in wood members subjected to combined column and beam action. Madison (WI): Forest Products Laboratory; 1956.
8. Wood LW. Formulas for columns with side loads and eccentricity. Madison (WI): Forest Products Laboratory; 1950.
9. Zahn JJ. Strength of lumber under combined bending and compression. Madison (WI): Forest Products Laboratory; 1982.
10. Zahn J.J. Combined-load stability criterion for wood beam-columns. J Struct Eng, ASCE 1988, 114(11):2612-2628.
11. American Institute of Steel Construction (AISC). Load and resistance factor design specification for structural steel buildings. Chicago (IL): American Institute of Steel Construction, Inc.; 1986.
12. American Forest and Paper Association (AFPA). National design specification for wood construction. Washington (DC): American Forest and Paper Association; 2005.
13. American Association of State Highway Officials (AASHTO). Standard specifications for higway bridges eleventh edition. Washington (DC): American Assosciated of State Highway Officials; 1973.
14. ASTM International (ASTM). D198 standard testing methods of static tests of lumber in structural sizes. West Conshohocken (PA): American Society of Testing and Materials; 2005.
15. Borello DJ, Andrawes B, Hajjar JF, Olson SM, Hansen J, Buenker J. Forensic collapse investigation of a concrete bridge with timber piers. Springfield (IL): Illinois Center for Transportation; 2009. http://ict.illinois.edu/Publications/report%20files/FHWA-ICT-09-042.pdf.
16. Gurfinkel G. Wood engineering. New Orleans (LA): Southern Forest Products Association; 1973.
17. OpenSees. Open system for earthquake engineering simulation. Berkeley (CA): University of California; 2009.
18. Reese LC, Wang ST, Isenhower WM, Arrellaga JA. Computer program LPILE plus, version 5.0. Technical manual. A program for the analysis of piles and drilled shafts under lateral loads. Austin (TX): Ensoft, Inc.; 2004.
19. American Petroleum Institute (API). Recommended practice for planning, designing, and constructing fixed offshore platforms. API Recommended Practice 2A (RP2A). Seventeenth ed. April 1987.
20. Welch RC, Reese LC. Laterally loaded behavior of drilled shafts. Research Report no. 3-5-65-89. Center for Highway Research. University of Texas at Austin. May 1972.
21. Reese L.C., Welch R.C. Lateral loading of deep foundations in stiff clay. J Geotech Eng Div Amer Soc Civil Eng 1975, 101(GT7):633-649.
22. Olson RE. Axial load capacity of steel pipe piles in sand. In: Proceedings of the offshore technology conference. 1990.
23. O'Neill MW, Reese LC. Drilled shafts: construction procedures and design methods. Report no. FHWA-IF-99-025. Washington (DC): Federal Highway Administration; 1999.