Page 340 - Numerical Analysis and Modelling in Geomechanics

F.BASILE 321
Poulos, H.G. (1989). Pile behaviour—theory and application. 29th Rankine Lecture,
Géotechnique 39, No. 3, 365–15.
Poulos, H.G. (1990). User’s guide to program DEFPIG—Deformation Analysis of Pile
Groups, Revision 6. School of Civil Engineering, University of Sidney.
Poulos, H.G. (1993). Settlement prediction for bored pile groups. Proc. 2nd Int. Geot.
Sem. on Deep Foundations on Bored and Auger Piles, BAP II, Ghent, 103–117.
Poulos, H.G. (1994). Settlement prediction for driven piles and pile groups. Proc. Conf.
on vertical and horizontal deformations of foundations and embankments, College
Station, Texas, Geotechnical Special Publication, Vol. 2, No. 40, 1629–1649.
Poulos, H.G. and Davis, E.H. (1980). Pile foundation analysis and design. Wiley, New
York.
Poulos, H.G. and Hewitt, C.M. (1986). Axial interaction between dissimilar piles in a
group. Proc. 3rd Int. Conf Num. Methods in Offshore Piling, Nantes, 253–270.
Poulos, H.G., Carter, J.P. and Small, J.C. (2001). Foundations and retaining structures—
research and practice. Proc. 15th Int. Conf. Soil Mech. Fdn Engng, Istanbul, second
plenary session, 2527–2606.
Randolph, M.F. (1980). PIGLET: A computer program for the analysis and design of pile
groups under general loading conditions. Cambridge University Engineering
Department Research Report, Soils TR91.
Randolph, M.F. (1994). Design methods for pile groups and piled rafts. Proc. 13th Int.
Conf. Soil Mech. Fdn Engng, New Delhi 5, 61–82.
Randolph, M.F. and Wroth, C.P. (1979). An analysis of the vertical deformation of pile
groups. Géotechnique 29, No. 4, 423–439.
Reese, L.C. and Van Impe, W.F. (2001). Single piles and pile groups under lateral
loading. Balkema, Rotterdam, 463 pp.
Reese, L.C., Cox, W.R. and Koop, F.D. (1975). Field testing and analysis of laterally loaded
piles in stiff clay. Proc. 7th Annual Offshore Technology Conf., Houston, 671–690.
Reese, L.C., Wang, S.T., Arrellaga, J.A. and Hendrix, J. (2000). Computer program
GROUP for Windows user’s manual, version 5.0. Ensoft, Austin, Texas.
Rollins, K.M., Peterson, K.T. and Weaver, T.J. (1998). Lateral load behaviour of full-
scale pile group in clay. J. Geotech. and Geoenv. Engng, Am. Soc. Civ. Engrs 124,
No. 6, 468–478.
Rollins, K.M., Sparks, A.E. and Peterson, K.T. (2000). Lateral load capacity and passive
resistance of full-scale pile group and cap . Transportation Research Record 1736,
Paper No. 00–1411, Transportation Research Board, 24–32.
Steinbrenner, W. (1934). Tafeln zur Setzungberechnung. Strasse 1, 221.
Tomlinson, S.J. (1994). Pile design and construction practice (4th edn). E & FN Spon,
London.
Tomlinson, S.J. (1995). Foundation design and construction (6th edn). Longman,
Singapore.
Viggiani, G. and Atkinson, J.H. (1995). Interpretation of bender element tests.
Géotechnique 45, No. 1, 149–154.
Wroth, W.P., Randolph, M.F., Houlsby, G.T. and Fahey, M. (1979). A review of the
engineering properties of soils, with particular reference to the shear modulus.
Cambridge University Research Report, CUED/D-Soils TR75.
Xu, K.J. and Poulos, H.G. (2000). General elastic analysis of pile groups. Int. J. Numer.
Anal. Meth. Geomechs 24, 1109–1138.