An experimental study of skin friction around piles in clay

Geotechnique

Volumn 32, Issue 2, 1982, Pages 119-132

  Chandler, R J ^a   Martins, J P ^a  

^a IMPERIAL COLLEGE LONDON   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

CLAY; FRICTION; SOIL MECHANICS - MATHEMATICAL MODELS;

PILES;

EID: 0020145949     PISSN: 00168505     EISSN: 17517656     Source Type: Journal    
DOI: 10.1680/geot.1982.32.2.119     Document Type: Article

References (20)

1. Bishop, A.W. Henkel, D.J. (1962). The measuremenr of soil properties in the triaxial test. London: Arnold.
2. Bishop, A.W. Wesley, L.D. (1975). A hydraulic triaxial apparatus for controlled stress path testing Geotechnique 25, No. 4, 657-670.
3. Burland, J.B. (1973). Shaft friction of piles in clay-a simple fundamental approach. Ground Engng 6, No. 3, 342.
4. Butterfield, R. Bannerjee, P.K. (1970). The effect of pore water pressures on the ultimate bearing capacity of driven piles. Proc. 2nd S.E. Asian Conf. Soil Engng. Bangkok, 385-394.
5. Chandler, R.J. (1968). The shaft friction of piles in, cohesive soils in terms of effective stresses. Civ. Engng Publ. Wks Rev. 63, 48-51.
6. Gibson, R.E. Lumb, P. (1953). Numerical solution of some problems in the consolidation of clay. Proc. Instn Ciu. Engrs, Part 1, 2, 182-198.
7. Kirby, R.C. Esrig, M.I. (1980). Further development of a general effective stress method for prediction of axial capacity for driven piles in clay. In Recent developments in the design and construction of piles, 335-344. London: Institution of Civil Engineers.
8. Littleton, I. (1976). An experimental study of the adhesion between clay and steel. Jl Terramech. 13, 141-152.
9. Lopes, F. de R. (1980). Discussion. Recent developments in the design and construction of piles, 387-389. London: Institution of Civil Engineers.
10. Lupini, J.F. (1980). The residual strength of soils. PhD thesis, University of London.
11. Meyerhof, G.G. (1976). Bearing capacity and settlement of pile foundations. J. Geotech. Engng Div. Am. Sot. Ciu. Engrs 102, GT 3, 197-228.
12. Morgenstern, N.R. Tchalenko, J.S. (1967). Microscopic structures in kaolin subjected to direct shear. Geotechnique 17, No. 4, 309-328.
13. Parry, R.H.G. Swain, C.W. (1977 a). Effective stress methods of calculating skin friction of driven piles in soft clay. Ground Engng 10, No. 3, 24-26.
14. Parry, R.H.G. Swain, C.W. (1977 b). A study of skin friction on piles in stil Tclay. Ground Engng 10, No. 8, 33-37.
15. Potts, D.M. Martins, J.P. (1982). The shear resistance of axially loaded piles in clay-a theoretical study. In preparation.
16. Randolph, M.F., Carter, J.P. Wroth, C.P. (1979). Driven piles in clay-the effects of installation and subsequent consolidation. Geotechnique 29, No. 4, 361-393.
17. Roscoe, K.H. & Burland, J.B. (1968). On the generalized stress strain behaviour of ‘wet’ clays. In Engineering plasticity (eds J. Heyman and F. Leckie), 535-609. Cambridge University Press.
18. Skempton, A.W. (1959). Cast in-situ bored piles in London Clay. Geotechnique 9, No. 4, 153-l73.
19. Steenfelt, J.S., Randolph, M.F. Wroth, C.P. (1981). Instrumented model piles jacked into clay. Proc. f Int. Conf Soil Mech., Stockholm 2, 857-869.
20. Wroth, C.P., Carter, J.P. Randolph, M.F. (1980). Stress changes around a pile driven into cohesive soil. In Recent developments in the design and construction of piles, 345-354. London: Institution of Civil Engineers.