Soil set-up, variable concrete modulus, and residual load for tapered instrumented piles in sand

Proceedings of the ASCE Geo-Institute Specialty Conference on Performance Confirmation of Constructed Geotechnical Facilities - Performance Confirmation of Constructed Geotechnical Facilities, GSP 94

Volumn 300, Issue , 2000, Pages 98-114

  Fellenius, Bengt H ^a   Brusey, Walter G ^b   Pepe, Frank ^c  

^a Urkkada Technology Ltd   (Canada)

^b The Port Authority of New York & New Jersey   (United States)

^c Parsons Brinckerhoff Quade and Douglas Inc ^*  (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETES; ELASTIC MODULI; ELASTICITY; GAGES; LOADS (FORCES); SOILS; STEEL; STRAIN; STRAIN GAGES; TESTING; THICKNESS MEASUREMENT;

ANALYSIS RESULTS; COMPOSITE STEEL; CROSS SECTIONING; EFFECTIVE STRESSES; LOAD FORCES; LOADING TESTS; MAXIMUM LOADS; PILE CAPACITY; SHAFT RESISTANCE; SOIL PARAMETERS; SOIL RESISTANCE; STATIC LOADING; STATIC TESTING; TOE RESISTANCE; YOUNG'S MODULUS (IGC: E14/K14);

PILES;

EID: 0005566354     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40486(300)6     Document Type: Conference Paper

References (7)

1. Altaee, A., Fellenius, B. H., and Evgin, E., 1992. Axial load transfer for piles in sand. I: Tests on an instnnuented precast pile. Canadian Geotechnical Journal, Vol. 29, No. 1, pp. 11-20.
2. Davisson, M. T., 1972. High capacity piles. Proceedings of Lecture Series on Innovations in Foundation Construction, American Society of Civil Engineers, ASCE, Illinois Section, Chicago, March 22, pp. 81-112.
3. Fellenius, B. H., 1989. Tangent modulus of piles determined from strain data. The American Society of Civil Engineers, ASCE, Geotechnical Engineering Division, 1989 Foundation Congress, Edited by F. H. Kulhawy, Vol. 1, pp. 500-510.
4. Fellenius, B. H., 1996. Basics of foundation design. BiTech Publishers, Richmond, BC, 134 p.
5. Fellenius, B. H. and Goudreault, P. A., 1997. UniPile Version 3.0 for Windows, User Manual, Unisoft Ltd., Ottawa, 64 p.
6. Nordlund, R. L., 1963. Bearing capacity of piles in cohesionless soils. American Society of Civil Engineers, ASCE, Journal of Soil Mechanics and Foundation Engineering, Vol. 89, SM3, pp. 1-35.
7. York, D. L., Brusey, W.G., Clemente, F. M., and Law, S.K., 1995. Set-up and relaxation in glacial sand. American Society of Civil Engineers, ASCE Journal of Geotechnical Engineering, Vol. 120, No. 9, pp. 1498-1513.