Civil Engineering Reference
In-Depth Information
Parry, R.H.G. and C.W. Swain (1977) Effective stress methods of calculating skin friction of
driven piles in soft clay, Ground Engineering , 10(3): 24-26.
Peck, R.B. (1943) Earth pressure measurements in open cuts, Chicago (ILL) Subway,
Transactions Amer. Soc. Civ. Eng ., 108: 1008-1036.
Peck, R.B., W.E. Hanson and T.H. Thornburn (1974) Foundation Engineering , New York:
John Wiley and Sons.
Pise, P.J. (1982) Laterally loaded piles in a two-layer soil system, ASCE J. Geotech. Eng. Div .,
108(GT9): 1177-1181.
Polshin, D.E. and R.A. Tokar (1957) Maximum allowable non-uniform settlement of structures,
Proc. 4th Int. Conf. on Soil Mech. and Foundn. Engng. , London, Vol. 1, pp. 402.
Poulos, H.G. (1971) Behaviour of laterally loaded piles: I - single piles, ASCE J. Soil Mech. and
Found. Div ., 97(SM5): 711-731.
Poulos, H.G. (1971) Behaviour of laterally loaded piles: II - pile groups, ASCE J. Soil Mech.
and Found. Div ., 97(SM5): 733-751.
Poulos, H.G. (1980) Users guide to program DEF PIG - deformation analysis of pile groups.
School of Civil Engineering, University of Sydney.
Poulos, H.G. (1994)An approximate numerical analysis of pile-raft interaction, Int. Journal for
Numerical and Analytical Methods in Geomechanics , 18: 73-92.
Poulos, H.G.
(2001) Piled-raft
foundation: design and applications, Géotechnique ,
51(2): 95-113.
Poulos, H.G. and E.H. Davis (1968) The settlement behaviour of single axially loaded
incompressible piles and piers, Géotechnique , 18: 351-371.
Poulos, H.G. and E.H. Davis (1974) Elastic Solutions for Soil and Rock Mechanics . New York:
John Wiley and Sons.
Poulos, H.G. and E.H. Davis (1980) Pile Foundation Analysis and Design . New York:
John Wiley and Sons.
Poulos, H.G. and M.F. Randolph (1983) Pile group analysis: a study of two methods, ASCE
J. Geotech. Eng ., 109(3): 355-372.
Powell, J.J.M. and I.M. Uglow (1988) The interpretation of the Marchetti dilatometer test in
UK clays, ICE Proc. Conf. Penetration Testing in the UK .
Prakoso, W.A. and F.H. Kulhawy (2001) Contribution to piled raft optimum design, ASCE
J. of Geotech. and Geoenv. Engrg ., 127(1): 17-24.
Preiss, K. and F. Caiserman (1975) Non-destructive integrity testing of bored piles by gamma
ray scattering, Ground Engineering , 8(3): 44-46.
Price, G. and I.F. Wardle (1983) Recent developments in pile/soil instrumentation systems, in
Proc. Conf. Field Measurements in Geomechanics , Zurich.
Price, G., I.F. Wardle and N.G. Price (2004) The increasing importance of monitoring the field
performance of foundations to validate numerical analysis. Proc. The Skempton Conference -
Advances in Geotechnical Engineering . London: Thomas Telford, Vol. 2, pp. 1131-1142.
Ramsey, N., R.J. Jardine, B.M. Lehane and A.M. Ridley (1998) A review of soil-steel interface
testing with the ring shear apparatus. Proc. Conf. on Offshore Site Investigation and
Foundation Behaviour, Soc. for Underwater Technology , London, pp. 237-258.
Randolph, M.F. (1977) ATheoretical Study of the Performance of Piles , Ph.D. Thesis, University
of Cambridge.
Randolph, M.F. (1979) Discussion in Proc. of Conf. on Recent Developments in the Design
and Construction of Piles , London: ICE, pp. 389-390.
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 TR 91.
Randolph, M.F. (1981) Piles subjected to torsion, ASCE J. Geotech. Eng. Div ., 107(GT8):
1095-1111.
 
Search WWH ::




Custom Search