Simplified method for analyzing laterally loaded single piles in clays

Journal of Geotechnical Engineering

Volumn 123, Issue 11, 1997, Pages 1018-1029

  Hsiung, Yun Mei ^a   Chen, Ya Ling ^a  

^a NATIONAL TAIWAN UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Taiwan)

Author keywords

[No Author keywords available]

Indexed keywords

CLAY; CURVE FITTING; DEFLECTION (STRUCTURES); ELASTIC MODULI; FINITE ELEMENT METHOD; REGRESSION ANALYSIS; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

LATERALLY LOADED SINGLE PILES;

PILES;

CLAY; LOADING; PILE RESPONSE;

EID: 0031277994     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1997)123:11(1018)     Document Type: Article

References (16)

1. Bowles, J. E., (1988). Foundation analysis and design. McGraw-Hill, New York, N.Y.
2. Broms, B. B. (1964). "Lateral resistance of pile in cohesive soils." Soil Mech. and Found. Div., ASCE, 90(2), 122-155.
3. Chen, Y. L. (1996). "An easy doing method for laterally loaded pile in clays," MS thesis, Nat. Taiwan Inst. of Technol., Taipei, Taiwan.
4. Desai, C. S. (1979). Elementary finite element method. Prentice-Hall, Inc., Englewood Cliffs, N.J.
5. Fleming, W. G. K., Weltman, A. J., Randolph, M. F., and Elson, W. K. (1992). Piling engineering. John Wiley & Sons, Inc., New York, N.Y.
6. Franklin, J. N., and Scott, R. F. (1979). "Beam equation with variable foundation coefficient." J. Geotech. Engrg., ASCE, 105(5), 811-827.
7. Hetenyi, M. (1946), Beams on elastic foundations. Univ. of Michigan Press, Ann Arbor, Mich.
8. Kishida, H., and Nakai, S. (1977). "Large deflection of a single pile under horizontal load." Proc., Specialty Session to Effect of Horizontal Loads on Piles due to Surcharge or Seismic Effects, 9th Int. Conf. on Soil Mech. and Found. Engrg., Tokyo, Japan, 10, 87-92.
9. Matlock, H., (1970). "Corrections for design of laterally loaded piles in soft clays." 2nd Annu. Offshore Technol. Conf. Paper No. 1204, 577-588.
10. Matlock, H., and Reese, L. C. (1960). "Generalized solution for laterally loaded piles." J. Soil Mech. and Found. Div., ASCE, 86(5), 1220-1246.
11. Mindlin, R. D. (1936). "Force at a point in the interior of a semi-infinite solid." Phys., 7, 195-202.
12. Poulos, H. G. (1971). "Behavior of laterally loaded piles. I: single piles." J. Soil Mech. and Found. Div., ASCE, 97(5), 711-731.
13. Poulos, H. G., and Davis, E. H. (1980). Pile foundation analysis and design, John Wiley & Sons, Inc., New York, N.Y.
14. Reese, L. C., Cox, W. R., and Koop, F. D. (1975). "Field testing and analysis of laterally loaded piles in stiff clay." Proc., 7th Offshore Technol. Conf., II, 671-690.
15. Smith, I. M., and Griffiths, D. V. (1988). Programming the finite element method, 2nd Ed., John Wiley & Sons, Inc., New York, N.Y.
16. Vesic, A. S. (1961). "Bending of beams resting on isotropic solid." Engrg. Mech. Div., ASCE, 87(2), 35-53.