Civil Engineering Reference
In-Depth Information
Chow, F.C., R.J. Jardine, F. Brucy and J.F. Nauroy (1998) Effects of time on capacity of pipe
piles in dense marine sand, ASCE J. Geotech. and Geoenv. Eng. Div , 124(3): 254-264.
Claessen, A.I.M. and E. Horvat (1974) Reducing negative friction with bitumen slip layers,
ASCE J. Geotech. Eng. Div ., 100(GT8): 925-944.
Clancy, P. and M.F. Randolph (1993) An approximate analysis procedure for piled raft
foundations, Int J. Num. and Anal. Methods in Geomechanics , 17(12): 849-869.
Clancy, P. and M.F. Randolph (1996) Simple design tools for piled raft foundations,
Géotechnique , 46(2): 313-328.
Clough, G.W. and T.D. O'Rourke (1990) Construction induced movements of in situ walls.
Proc. ASCE Conf. on Design and Performance of Earth Retaining Structures , Geotech Special
Publication No 25, ASCE, New York, pp. 439-470.
Cole, K.W. (1972) Uplift of piles due to driving displacement, Civ. Eng. Public Wks . March,
pp. 263-269.
Cole, K.W. (1980) The South abutment of Kessock Bridge. Scotland, Proc. IABSE Conf. ,
Vienna.
Combarieu, O. and A. Morbois (1982) Fondations mixtes semelle-pieux. Annales de lInst. Tech.
du Bat. et des Trav. Pub ., No. 410, December.
Cooke, R.W. (1974) Settlement of friction pile foundations, Proc. Conf. on Toll Buildings ,
Kuala Lumpur, pp. 7-19.
Cooke, R.W. (1986) Piled raft foundations on stiff clays: a contribution to design philosophy,
Géotechnique , 36(2): 169-203.
Cooke, R.W., D.W. Bryden Smith, M.N. Gooch and D.F. Sillet (1981) Some observations of
the foundation loading and settlement of a multi-storey building on a piled raft foundation
in London clay, Proc. ICE , 107(1): 433-460.
Cooke, R.W. and G. Price (1978) Strains and displacements around friction piles. Building
Research Station CP 28/78, October.
Cooke, R.W., G. Price and K.W. Tarr (1979) Friction piles under vertical working load
conditions - load transfer and settlement, Géotechnique , 29(2): 113-147.
Cooke, R.W., G. Price and K.W. Tarr (1980) Jacked piles in London clay: interaction and group
behaviour under working conditions, Géotechnique , 30(2): 449-471.
Coyle, H.M. and R.R. Castello (1981) New design correlations for piles in sand, ASCE
J. Geotech. Eng. Div ., 107(GT7): 965-986.
Crammond, N.J. and P.J. Nixon (1993) Deterioration of concrete foundation piles as a result of
thaumasite formation. Sixth International Conference on the Durability of BuildingMaterials ,
Japan,E&FSPM, Vol. 1: 295-305.
Cundall, P.A. (1976) Explicit finite difference methods in geomechanics, in Numerical Methods
in Engineering, Proc. EF Conference on Numerical Methods in Geomechanics , Blacksburg,
VA, Vol. 1: 132-150.
Davisson, M.T. (1963) Estimating buckling loads for piles, Proc. 2nd Pan-Amer. Conf. on Soil
Mech. and Found. Eng ., Brazil, Vol. 1: 351-371.
Davisson, M.T. and H.L. Gill (1963) Laterally loaded piles in a layered soil system, ASCE
J. Soil Mech. and Found. Div ., 89(SM3): 63-94.
Davisson, M.T. and K.E. Robinson (1965) Bending and buckling of partially embedded piles,
Proc. 6th Int. Conf. on Soil Mech. and Found. Eng ., Vol. 2: 243-246.
De Beer, E.E. and M. Wallays (1972) Forces induced in piles by unsymmetrical surcharges on
the soil around the piles, Proc. 5th Eur. Conf. on Soil Mech. and Found. Eng ., Madrid, Vol. 1:
325-332.
De Mello, V.F.B. (1969) Foundations of buildings on clay, State of the Art Report, Proc. 7th
Int. Conf. on Soil Mech. and Found. Eng ., Vol. 1: 49-136.
De Nicola, A. and M.F. Randolph (1993) Tensile and compressive shaft capacity of piles in
sand, ASCE J. Geot. Eng. Div ., 119(12): 1952-1973.
 
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