Page 339 - Numerical Analysis and Modelling in Geomechanics

320 ANALYSIS AND DESIGN OF PILE GROUPS
Hirayama, H. (1991). Pile-group settlement interaction considering soil non-linearity.
Computer methods and advances in geomechanics (eds Beer, Booker and Carter),
Balkema, 139–144.
Hirayama, H. (1994). Secant Young’s modulus from N-value or C u considering strain
levels. Proc. 1st Int. Conf. on Pre-failure Deformation of Geomaterials, Sapporo 1,
247–252.
Hoit, M.I., McVay, M., Hays, C. and Andrade, P.W. (1996). Non-linear pile foundation
analysis using Florida-Pier. J. Bridge Engng, Am. Soc. Civ. Engrs 1, No. 4, 135–142.
Huang, A.B., Hsueh, C.K., O’Neill, M.W., Chern, S. and Chen, C. (2001). Effects of
construction on laterally loaded pile groups. J. Geotech. and Geoenv. Engng, Am.
Soc. Civ. Engrs 127, No. 5, 385–397.
Imai, T. and Tonouchi, K. (1982). Correlation of N value with S-wave velocity. Proc. 2nd
Eur. Symp. on Penetration Testing, Amsterdam, 67–72.
Jardine, R.J., Symes, M.J. and Burland, J.B. (1984). The measurements of soil stiffness in
the triaxial apparatus. Géotechnique 34, No. 3, 323–340.
Jardine, R.J., Potts, D.M., Fourie, A.B. and Burland, J.B. (1986). Studies of the influence
of non-linear stress-strain characteristics in soil-structure interaction . Géotechnique,
36, No. 3, 377–396.
Kagawa, T. (1992). Moduli and damping factors of soft marine clays. J. Geotech. Engng,
Am. Soc. Civ. Engrs 118, No. 9, 1360–1375.
Kimura, M. and Adachi, T. (1996). Analyses on laterally loaded cast-in-place concrete
piles. Proc. 6th Int. Conf. Piling and Deep Foundations, Deep Foundation Institute,
Bombay, 3.9.1–3.9.6.
Kuwabara, F. (1991). Settlement behaviour of non-linear soil around single piles
subjected to vertical loads. Soils and Fdns 31, No. 1, 39–46.
Mandolini, A. and Viggiani, C. (1997). Settlement of piled foundations. Géotechnique 47,
No. 4, 791–816.
Mindlin, R.D. (1936). Force at a point in the interior of a semi-infinite solid. Physics 7,
195–202.
Murchison, J.M. and O’Neill, M.W. (1984). Evaluation of p-y relationships in
cohesionless soils. In J.Mayer (ed.), Analysis and design of pile foundations,
EASCE, New York, 174–191.
Ng, C.W.W., Zhang, L. and Nip, D.C.N. (2001). Response of laterally loaded large-
diameter bored pile grops. J. Geotech. and Geoenv. Engng, Am. Soc. Civ. Engrs 127,
No. 8, 658–669.
Ohsaki, Y. and Iwasaki, R. (1973). On dynamic shear moduli and Poisson’s ratios of soil
deposits. Soils and Fdns 13, No. 4, 61–73.
O’Neill, M.W., Ghazzaly, O.I. and Ha, H.B. (1977). Analysis of three-dimensional pile
groups with non-linear soil response and pile-soil-pile interaction. Proc. 9th Annual
Offshore Technology Conf., Houston, Paper 2838, 245–256.
O’Neill, M.W., Hawkins, R.A. and Mahar, L.J. (1982). Load transfer mechanism in piles
and pile groups. J. Geotech. Engng, Am. Soc. Civ. Engrs, 108, No. GT12,
1605– 1623.
Ottaviani, M. (1975). Three-dimensional finite element analysis of vertically loaded pile
groups. Géotechnique 25, No. 2, 159–174.
Poulos, H.G. (1979). Settlement of single piles in nonhomogeneous soil. J. Geotech.
Engng, Am. Soc. Civ. Engrs 105, No. GT5, 627–641.