The Effect of Embedment Depth on the Undrained Response of Skirted Foundations to Combined Loading
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Bransby, 1997, Shallow foundations subject to combined loadings
Bransby, 1997, Combined loading of skirted foundations, Geomechanics Group report: G1269
Bransby, 1998, Combined loading of skirted foundations, Géotechnique, 48, 637, 10.1680/geot.1998.48.5.637
Britto, 1990
Butterfield, 1995, Simplifying transformations for the analysis of shallow foundations on sand, 534
Chen, 1975
Davis, 1973, The effect of increasing strength with depth on the bearing capacity of clays, Géotechnique, 23, 551, 10.1680/geot.1973.23.4.551
Dean, 1992, 230
Dyvik, 1993, Field tests of anchors in clay, I: Description, J. Geotech. Engrg. Div., ASCE, 119, 1515, 10.1061/(ASCE)0733-9410(1993)119:10(1515)
Hansen, 1970, 28, 5
Hill, 1950
Houlsby, 1997
Houlsby, 1992, Modelling of the behaviour of foundations of jack-up units on clay, 339
Houlsby, 1983, Calculation of stresses on shallow penetrometers and footings, 107
Lauritzsen, 1976, Stability calculations for offshore gravity structures, 75
Martin, 1994, Physical and numerical modelling of offshore foundations under combined loads
Meyerhof, 1953, The bearing capacity of footings under eccentric and inclined loads, 440
Murff, 1977, Foundation stability on non-homogeneous clays, J. Geot. Engrg. Div., ASCE, 103, 1083, 10.1061/AJGEB6.0000498
Murff, 1994, Limit analysis of multi-footing foundation systems, Proc. of the, 223
Ngo-Tran, 1996, The analysis of offshore foundations subjected to combined loading
Prandtl, 1921, Eindringungsfestigkeit und festigkeit von schneiden, Zeit. f. Angew. Math. U. Meeh., 1, 15, 10.1002/zamm.19210010102
Salencon, 1995, Ultimate bearing capacity of shallow foundations under inclined and eccentric loads, Part 1: purely cohesive soil, Eur. J. Mech, A/Solids, 14, 349
Skempton, 1951, The bearing capacity of clays, 180
Tan, 1990, Centrifuge and theoretical modelling of conical footings on sand
Tani, 1995, Bearing capacity of circular foundations on soft clay of strength increasing with depth, Soils and Foundations, 35, 21, 10.3208/sandf.35.4_21
Tjelta, 1993, Novel foundation concept for a jacket finding its place, Society for Underwater Technology, 28: Offshore Site Investigation and Foundation Behaviour, 717
Watson, 1997, Vertical capacity of caisson foundations in calcareous sediments
Watson, 1997, A yield envelope design approach for caisson foundations in calcareous sediments, Proc. BOSS ’97, The Hague