Behavior of open- and closed-ended piles driven into sands

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 129, Issue 4, 2003, Pages 296-306

  Paik, Kyuho ^a   Salgado, Rodrigo ^b   Lee, Junhwan ^c   Kim, Bumjoo ^b  

^a Catholic Kwandong University   (South Korea)

^b PURDUE UNIVERSITY   (United States)

^c Yonsei University   (South Korea)

Author keywords

Dynamic loads; Pile load tests; Piles driving; Pipe piles; Sand; Static loads

Indexed keywords

FRICTION; SAND; STRUCTURAL LOADS;

SOIL PLUG;

PILES;

BEARING CAPACITY; DYNAMIC RESPONSE; PILE DRIVING; PILE RESPONSE; STATIC RESPONSE;

EID: 0038237364     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2003)129:4(296)     Document Type: Article

References (31)

1. Beringen, F. L. (1979). "Results of loading tests on driven piles in sand." Proc., Recent developments in the design and construction of piles, London, 213-225.
2. Brucy, F., Meunier, J., and Nauroy, J. F. (1991). "Behavior of pile plug in sandy soils during and after driving." Proc., 23rd Annual Offshore Technology Conf., Houston, 1, 145-154.
3. Carter, J. P., Randolph, M. F., and Wroth, C. P. (1979). "Some aspects of the performance of open- and closed-ended piles." Numerical method in offshore piling, London, 165-170.
4. Chin, F. V. (1970). "Estimation of the ultimate load of piles not carried to failure." Proc., 2nd Southeast Asian Conf. on Soil Engineering, Singapore, 81-90.
5. Choi, Y., and O'Neill, M. W. (1997). "Soil plugging and relaxation in pipe pile during earthquake motion." J. Geotech. Geoenvir. Eng., 123(10), 975-982.
6. Darrag, A. A. (1987). "Capacity of driven piles in cohesionless soils including residual stress." PhD thesis, School of Civil Engineering, Purdue Univ., West Lafayette, Ind.
7. De Nicola, A., and Randolph, M. F. (1997). "The plugging behavior of driven and jacked piles in sand." Geotechnique, 47(4), 841-856.
8. GRL and Associates, Inc. (1997). GRL software: Case pile wave analysis program (CAPWAP), Cleveland.
9. GRL and Associates, Inc. (2000). "INDOT pile load tests-SR 9 in LaGrange, Indiana." GRL Job No. 007060, Cleveland, 7.
10. Klos, J., and Tejchman, A. (1977). "Analysis of behavior of tubular piles in subsoil." Proc., 9th Int. Conf. on Soil Mechanics and Foundation Engineering, Toyko, 1, 605-608.
11. Klos, J., and Tejchman, A. (1981). "Bearing capacity calculation for pipe piles." Proc., 10th Int. Conf. on Soil Mechanics and Foundation Engineering. Stockholm, Sweden, 2, 751-754.
12. Kraft, L. M. (1991). "Performance of axially loaded pipe piles in sand." J. Geotech. Eng., 117(2), 272-296.
13. Lee, J. H., and Salgado, R. (1999). "Determination of pile base resistance in sands." J. Geotech. Geoenviron. Eng., 125(8), 673-683.
14. Lee, J. H., Salgado, R., and Paik, K. H. (2003). "Estimation of the load capacity of pipe piles in sand based on CPT results." J. Geotech. Geoenviron. Eng., in press.
15. Lehane, B. M., and Gavin, K. G. (2001). "Base resistance of jacked pipe piles in sand." J. Geotech. Geoenviron. Eng., 127(6), 473-480.
16. Lehane, B. M., and Randolph, M. F. (2002). "Evaluation of a minimum base resistance for driven pipe piles in siliceous sand." J. Geotech. Geoenviron. Eng., 128(3), 198-205.
17. Lu, S. S. (1985). "Pile driving practice in china." Proc., Int. Symposium on Penetrability and drivability of piles, San Francisco, 1, 13-20.
18. MaCammon, N. R., and Golder, H. Q. (1970). "Some loading tests on long pipe piles." Geotechnique, 20(2), 171-184.
19. Nauroy, J. F., and Le Tirant, P. (1983). "Model tests of calcareous sands." Proc., Conf. on Geotechnical Practice in Offshore Engineering, ASCE. New York, 356-369.
20. Paik, K. H., and Lee, S. R. (1993). "Behavior of soil plugs in open-ended model piles driven into sands." Marine Georesources Geotech., 11, 353-373.
21. Paik, K. H., and Salgado, R. (2003). "Determination of the bearing capacity of open-ended piles in sand." J. Geotech. Geoenviron. Eng., 129(1), 46-57.
22. Paikowsky, S. G., and Whitman, R. V. (1990). "The effect of plugging on pile performance and design." Can. Geotech. J., 27, 429-440.
23. Paikowsky, S. G., Whitman, R. V., and Baligh, M. M. (1989). "A new look at the phenomenon of offshore pile plugging." Marine Georesources Geotech., 8, 213-230.
24. Randolph, M. F., Steinfelt, J. S., and Wroth, C. P. (1979). "The effect of pile type on design parameters for driven piles." Proc., 7th European Conf. on Soil Mechanics, British Geotechnical Society, London. 2, 107-114.
25. Rieke, R. D., and Crowser, J. C. (1987). "Interpretation of pile load test considering residual stresses." J. Geotech. Geoenviron. Eng., 113(4), 320-334.
26. Salgado, R. Michell, J. K., and Jamiolkowski, M. (1997). "Cavity expansion and penetration resistance in sand." J. Geotech. Geoenviron. Eng., 123(4), 344-354.
27. Salgado, R., and Randolph, M. F. (2001). "Analysis of cavity expansion in sands." Int. J. Geomech., 1(2), 175-192.
28. Smith, I. M., To, P., and Wilson, S. M. (1986). "Plugging of pipe piles." Proc., 3rd Int. Conf. on Numerical Method in Offshore Piling. Nantes, France, 53-73.
29. Szechy, C. H. (1959). "Tests with tubular piles." Acta Technica, 24, 181-219.
30. Szechy, C. H. (1961). "The effect of vibration and driving upon the voids in granular soil surrounding a pile." Proc., 5th Int. Conf. on Soil Mechanics and Foundation Engineering, Paris, 2, 161-164.
31. Yamagata, K., Fukuya, T., and Omote, S. (1985). "Penetrability of open-ended steel pipe piles on land." Proc., Int. Symposium on Penetrability and Drivability of Piles, San Francisco, 1, 123-126.