Side shear setup. II: Results from Florida test piles

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 131, Issue 3, 2005, Pages 301-310

  Bullock, Paul J ^a   Schmertmann, John H ^b   McVay, Michael C ^b   Townsend, Frank C ^b  

^a GRL Engineers Inc   (United States)

^b UNIVERSITY OF FLORIDA   (United States)

Author keywords

Aging; Driven piles; Penetration tests; Pile load tests; Shear strength; Skin friction; Time dependence; Time studies

Indexed keywords

PILE DRIVING; POROUS MATERIALS; SOILS; TORQUE MEASUREMENT;

COHESIVE SOILS; PILE SEGMENTS; SIDE SHEAR SETUP (SSS); STANDARD PENETRATION TESTS WITH TORQUE (SPT-T) MEASUREMENTS;

PILES;

GEOTECHNICAL ENGINEERING; LOADING TEST; PILE DRIVING; PILE RESPONSE; SHEAR STRENGTH;

EID: 14844301667     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2005)131:3(301)     Document Type: Article

References (11)

1. Axelsson, G. (1998). "Long-term setup of driven piles in non-cohesive." Licentiate thesis. Dept. of Civil and Environmental Engineering, Royal Institute of Technology, Stockholm, Sweden.
2. Bea, R. G. (1960). "An experimental study of friction and creep in saturated clay." ME thesis, Dept. of Civil Engineering, Univ. of Florida, Gainesville, Fla.
3. Bullock, P. J., and Schmertmann, J. H. (2003). "Determining the effect of stage testing on the dimensionless pile side shear setup factor." Research Rep. BC-354, RPWO#27, Florida Department of Transportation, Tallahassee, Fla.
4. Bullock, P. J., Schmertmann, J. H., McVay, M. C., and Townsend, F. C. (2005). "Side shear setup. II: Test piles driven in Florida." J. Geotech. Geoenviron. Eng., 131(3), 292-300.
5. Camp, W. M., Wright, W. B., and Hussein, M. (1993). "The effect of overburden on pile capacity in a calcareous marl." Proc., 18th Annual Members' Conf., Deep Foundations Institute, Englewood Cliffs, N.J.
6. DeCourt, L. (1989). "The standard penetration test state of the art report." Proc., 12th Int. Conf. on Soil Mechanics and Foundation Engineering, Balkema, Brookfield, Vt., 4, 2405-2416.
7. Karlsrud, K., and Haugen, T. (1985). "Axial static capacity of steel model piles in overconsolidated clays." Proc., 11th Int. Conf., on Soil Mechanics and Foundation Engineering, Balkema, Brookfield, Vt., 3, 1401-1406.
8. Miller, G. A. (1994). "Behavior of displacement piles in an overconsolidated clay." PhD dissertation, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts Amherst, Amherst, Mass.
9. Rausche, F., Thendean, G., Abou-matar, H., Likins, G. E., and Goble, G. G. (1996). "Determination of pile drivability and capacity."
10. Schmertmann (1976). "The shear behavior of soil at constant structure." Bjerrum Memorial Volume. Norwegian Geotechnical Institute, Oslo, Norway, p. 87.
11. Schmertmann (1981). "A general time-related soil friction increase phenomenon." Laboratory Shear Strength of Soil, ASTM STP 740, edited by R. N. Yong, and F. C. Townsend, American Society for Testing and Materials, Philadelphia, p. 475.