Load-deflection response of transversely isotropic piles under lateral loads

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 24, Issue 5, 2000, Pages 509-529

  Han, J ^a   Frost, J D ^b  

^a USA   (United States)

^b Georgia Institute of Technology   (United States)

Author keywords

Lateral load; Load deflection response; Pile; Shear deformation; Timoshenko beam; Transversely isotropic material

Indexed keywords

BEAMS AND GIRDERS; BOUNDARY CONDITIONS; DEFLECTION (STRUCTURES); SHEAR DEFORMATION; SOIL MECHANICS; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

EMBEDMENT RATIO; SHEAR EFFECT COEFFICIENT; TIMOSHENKO BEAM THEORY;

PILES;

DEFLECTION; ISOTROPY; LOADING TEST; PILE RESPONSE;

EID: 0034106650     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9853(20000425)24:5<509::AID-NAG79>3.0.CO;2-9     Document Type: Article

References (30)

1. Prakash S, Sharma HD. Pile Foundation in Engineering Practice. Wiley: New York, 1990; 734.
2. Granholm H. On the elastic stability of piles surrounded by a supporting medium. Handigar Ingeniors Vetenskaps Akademien, Stockholm, Sweden, 1929; 89.
3. Hetenyi M. Beams on Elastic Foundations. University of Michigan Press: Ann Arbor, MI, 1946.
4. Matlock H, Reese, LC. Generalized solutions for laterally loaded piles. Journal of Soil Mechanics Foundations Division, ASCE, 1960; 86(5): 63-91.
5. Matlock H, Reese LC. Foundation analysis of offshore pile-supported structures. Proceedings of the Fifth International Conference on Soil Mechanics and Foundation Engineering, Dunod, Paris, France, vol 2, 1961; 91-97.
6. McClelland B, Focht JA. Soil modulus for laterally loaded piles, Transactions on ASCE, 1958; 123:1049-1063.
7. Duncan JM, Evans LT, Ooi PSK, Lateral load analysis of single piles and drilled shafts. Journal of Geotechnical Engineering, 1994; 120(5):1018-1033.
8. Douglas DJ, Davis EH. The movement of buried footings due to moment and horizontal load and the movement of anchor plates. Geotechnique, 1964; 14:115-132.
9. Poulos HG, Behavior of laterally loaded piles: I - single piles. Journal of Soil Mechanics Foundation Division ASCE, 1971; 97(5):711-731.
10. Pyke R, Beikae M. A new solution for the resistance of single pile to lateral loading. In Laterally Loaded Deep Foundations: Analysis and Performance, Langer JA, Mosley ET, Thompson CD. (eds). vol ASTM STP835, 1984; 3-20.
11. Gibson RF. Principles of Composite Material Mechanics. McGraw-Hill, New York, 1994; 425.
12. Mottram JT. Structural properties of a pultruded E-glass fiber-reinforced polymeric I-beams. Proceeding of the Sixth International Conference on Composite Structures, Paisley College, Scotland, 9-11 September, 1991; 1-28.
13. Mottram JT. Evaluation of design analysis for pultruded fiber-reinforced polymeric box beams, Structural Engineering 1991; 69(11):211-220.
14. Fischer S, Roman I, Harel H, Marom G, Wagner HD. Simultaneous determination of shear and Young's moduli in composites. Journal of Testing Evaluation 1981; 9(5):303-307.
15. Bank LC. Shear coefficients for thin-walled composite beams. Computers & Structures 1987; 8:47-61.
16. Bank LC. Flexural and shear moduli of full-section fiber reinforced plastic (FRP) pultruded beam. Journal of Testing Evaluation 1989; 17(1):40-45.
17. Desch HE, Dinwoodie JM. Timber Structure, Properties, Conversion and Use (7th edn), MacMillan, New York, 1996.
18. Timoshenko. On the correction for shear of the differential equation for transverse vibrations of prismatic bars, Philosphical Magazine xli, May. Communicated by Mr. R. V. Southwell, M. A. Translated from the Russian by Prof. M. G. Yatsevitch. Reproduced in the Collected Papers of Shephen P. Timoshenko, McGraw-Hill: New York, 1953; 258-290.
19. Timoshenko. On the correction for shear of the differential equation for transverse vibrations of prismatic bars, Philosphical Magazine xli, May. Communicated by Mr. R. V. Southwell, M. A. Translated from the Russian by Prof. M. G. Yatsevitch. Reproduced in the Collected Papers of Shephen P. Timoshenko, McGraw-Hill: New York, 1953; 258-290.
20. Shames I, Dym C. Energy and Finite Element Methods in Structural Mechanics, Hemisphere; Washington, DC, 1985; 185-223.
21. dos Reis HLM, Goldman RB. Thin-walled laminated composite cylindrical tubes: Part II - bending analysis. Journal of Computers and Technological Research 1987; 9(2):53-57.
22. Wang TM, Stephens JE. Natural frequencies of Timoshenko beams on Pasternak foundations. Journal of Sound Vibration 1977; 51(2):149-155.
23. Abbas BA, Thomas J. Dynamic stability of Timoshenko beams resting on an elastic foundation. Journal of Sound and Vibration 1978; 60(1):33-44.
24. Yokoyama T. Parametric instability of Timoshenko beams resting on an elastic foundation, Computers & Structures 1988; 28(2):207-216.
25. Terzaghi K, Peck RB, Mersi G, Soil Mechanics in Engineering Practice (3rd edn) Wiley: New York, 1996; 549.
26. Han J, Frost JD, Buckling of vertically loaded fiber-reinforced polymer piles. Journal of Reinforced Plastic Compounds, 1999; 18(4):290-318.
27. Cowper GR. The shear coefficient in Timoshenko's beam theory. Journal of Applied Mechanics, June, 1996; 335-340.
28. Dharmarajan S, McCutchen H. (Jr.), Shear coefficients for orthotropic beams. Journal of Computers and Materials 1973; 7:530-535.
29. Gabr MA, Wang J. Effect of boundary conditions on buckling of friction piles. Journal of Engineering Mechanics. ASCE, 1994; 120(6):1392-1400.
30. Broms BB. Lateral resistance of piles in cohensionless soils. Journal of Soil Mechanics and Foundations Division. ASCE, 1964; 90(SM 2):123-156.