Page 338 - Numerical Analysis and Modelling in Geomechanics
P. 338

F.BASILE 319
                                        References

            Atkinson, J.H. (2000). Non-linear soil stiffness in routine design. Geotechnique 50, No. 5,
               487–508.
            Banerjee,  P.K.  and  Driscoll,  R.M.  (1976).  Three-dimensional  analysis  of  raked  pile
               groups. Proc. Instn Civ. Engrs, Part 2, Vol. 61, Dec., 653–671.
            Basile, F. (1999). Non-linear analysis of pile groups. Proc. Instn. Civ. Engng, Geotech.
               Engng 137, No. 2, April, 105–115.
            Berezantzev, V.G., Khristoforov, V. and Golubkov, V. (1961). Load bearing capacity and
               deformation of piled foundations. Proc. 5th Int. Conf. Soil Mech. Fdn Engng, Paris
               2, 11–15.
            Briaud, J.L., Tucker, L.M. and Ng, E. (1989). Axially loaded 5 pile group and single pile
               in sand. Proc. 12th Int. Conf. Soil Mech. Fdn Engng, Rio de Janeiro 2, 1121–1124.
            Broms,  B.B.  (1964).  Lateral  resistance  of  piles  in  cohesive  soils.  J.  Soil  Mechs  Fdn
               Division, Am. Soc. Civ. Engrs 90, No. SM2, 27–63.
            Brown,  D.A.  and  Shie,  C.F.  (1990).  Numerical  experiments  into  group  effects  on  the
               response of piles to lateral loading. Computers and Geotechnics 10, No. 4, 211–230.
            Burghignoli, A. and Desideri, A. (1995). Analisi di un gruppo di pali sollecitati da forze
               orizzontali. Riv. Ital. Geotecnica, No. 3, 163–178.
            Burland, J.B., Broms, B.B. and de Mello, V.F.B. (1977). Behaviour of foundations and
               structures. Proc. 9th Int. Conf. Soil Mech. Fdn Engng, Tokyo 2, 495–546.
            Butterfield, R. and Banerjee, P.K. (1971). The elastic analysis of compressible piles and
               pile groups. Geotechnique 21, No. 1, 43–60.
            Chow, Y.K. (1986a). Analysis of vertically loaded pile groups. Int. J. Numer. Anal. Meth.
               Geomechs 10, No. 1, 59–72.
            Chow, Y.K. (1986b). Discrete element analysis of settlement of pile groups. Computers &
               Structures 24, 1, 157–166.
            Chow, Y.K. (1987). Three-dimensional analysis of pile groups. J. Geotech. Engng, Am.
               Soc. Civ. Engrs 113, No. 6, 637–651.
            Cox, W.R., Dixon, D.A. and Murphy, B.S. (1984). Lateral load tests on 25.4-mm (1-in.)
               diameter piles in very soft clay in side-by-side and in-line groups. Laterally loaded
               deep  foundations:  analysis  and  performance,  ASTM  STP  835,  J.A.Langer,  E.T.
               Mosley,  and  C.D.Thompson  (eds),  American  Society  for  Testing  and  Materials,
               122–139.
            Duncan, J.M. and Chang, C.Y. (1970). Non-linear analysis of stress and strain in soils, J.
               Soil Mechs Fdn Division, Am. Soc. Civ. Engrs 96, No. SM5, 1629–1681.
            Duncan,  J.M.  and  Mokwa,  R.L.  (2001).  Passive  earth  pressures:  theories  and  tests.  J.
               Geotech. and Geoenv. Engng, Am. Soc. Civ. Engrs 127, No. 3, 248–257.
            Fleming,  W.G.K.,  Weltman,  A.J.,  Randolph,  M.F.  and  Elson,  W.K.  (1992).  Piling
               Engineering (2nd edn). Blackie Academic & Professional, Glasgow.
            Fraser, R.A. and Wardle, L.J. (1976). Numerical analysis of rectangular rafts on layered
               foundations. Geotechnique 26, No. 4, 613–630.
            Gazetas, G. (1991). Foundation vibrations. In H.-Y.Fang (ed.), Foundation Engineering
               Handbook, Van Nostrand Reinhold, New York, 553–593.
            Geocentrix (2002) Repute 1.0, Pile Group Design software; www.geocentrix.co.uk
   333   334   335   336   337   338   339   340   341   342   343