Civil Engineering Reference
In-Depth Information
Matlock, H., Foo, S.H.C., 1979. Axial analysis of piles using a hysteretic and degrading soil model.
In: Proceedings of the Conference on Numerical Methods in Offshore Piling, Institution of Civil
Engineers, London, England.
McAnoy, R.P.L., Cashman, A.C., Purvis, O., 1982. Cyclic tensile testing of a pile in glacial till. In:
Proceedings of the 2nd International Conference on Numerical Methods in Offshore Piling,
Austin, TX.
McClelland, B., 1972. Techniques used in soil sampling at sea. Offshore Magazine 32 (3),
51 - 57.
McClelland, B., Ehlers, C.J., 1986. Offshore geotechnical site investigations. In: McClelland, B.,
Reifel, M.D. (Eds.), Planning and Design of Fixed Offshore Platforms, Van Nostrand Reinhold,
New York.
Meyer, P.C., Holmquist, D.V., Matlock, H.T.L., 1975. Computer predictions of axially loaded
piles with non-linear supports. Proceeding of the Offshore Technology Conference, OTC
2186,Houston,TX.
Meyerholf, G.G., 1956. Penetration tests and bearing capacity of cohesionless soils. J. ASCE, Vol.
82, No. SMI, January, pp. 1 - 19.
Miller, T.W., Murff, J.D., Kraft, L.M., 1978. Critical state soil mechanics model of soil consolida-
tion stresses around a driven pile. In: Proceedings of the 10th Annual Offshore Technology
Conference, OTC 3307, Houston, TX.
Murff, J.D., 1980. Pile capacity in a softening soil. In. J. Numer. Anal. Methods. Geomech. 4(2),
185 - 189.
Niedoroda, A.W., Dalton, C., Bea, R.G., 1981. The descriptive physics of scour in the ocean envir-
onment. In: Proceedings of the 13th Annual Offshore Technology Conference, Houston, TX,
OTC 4145, pp. 297 - 304.
NORSOK Standard G-001 Rev. 2, October 2004. Marine soil investigations.
Novak, M., Sharnouby, B.E., 1983. Stiffness constants of single piles. J. Geotech. Eng., ASCE,
109 (7), 961 - 974.
Ocean Industry, 1970. New development in ocean bottom sampling. 5(10), 32.
Olson, R.E., Analysis of Pile Response Under Axial Loads, Report to API, USA, Geotechnical engi-
neering report / Geotechnical Engineering Center, University of Texas at Austin, December 1984.
O
Neill, M.W., Hassan, K.M. 1994. Drilled shafts: Effects of construction on performance and
design criteria. In: Proceedings of the International Conference on Design and Construction
of Deep Foundations, 1. U.S. Federal Highway Administration (FHWA) pp. 137 - 187.
O ' Neill, M.W., Murchison, J.M. 1983. An evaluation of p-y relationships in sands. Prepared for the
American Petroleum Institute Report PRAC 82-41-1. University of Houston, Houston, TX.
O ' Neill, M.W., Hawkins, R.A., Audibert, J.M.E., 2019. Installation of pile group in overcon-
solidated clay. ASCE J. Geotech. Eng. Div. 108(GT11), 1369 - 1386.
Peck, R.B., Hanson, W.E., Thornburn, T.H., 1974. Foundation Engineering. John Wiley & Sons,
New York, p. 312.
Pelletier, J.H., Doyle, E.H., 1982. Tension capacity in silty clays Beta pile test. In: Proceedings of
the 2nd International Conference on Numerical Methods of Offshore Piling, Austin, TX.
Pelletier, J.H., Sgouros, G.E., 1987. Shear transfer behavior of a 30-inch pile in silty clay. In: Pro-
ceedings of the 19th Annual Offshore Technology Conference, OTC 5407, Houston, TX.
Pelletier, J.H., Murff, J.D., Young, A.C., 1995. Historical development and assessment of current
API design methods for axially loaded piles. In: Proceedings of the 27th Annual Offshore Tech-
nology Conference, OTC 7157, Houston, TX.
Poulos, H.G., 1983. Cyclic axial pile response Alternative analyses. In: Proceedings of the Conference
on Geotechnical Practice in Offshore Engineering. Austin, TX, ASCE, New York, pp. 403 - 421.
'
Search WWH ::




Custom Search