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References from Three-dimensional finite element studies of the moment-carrying capacity of short pier foundations in cohesionless soil. Local targets link to admitted publications; unresolved targets remain external evidence.
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Behaviour of laterally loaded piles: I. Single piles
10.1061/jsfeaq.0001592 · 1971 · External reference
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Resistance to overturning of single short piles
1957 · External reference
Lateral resistance of piles in cohesionless soils. J. Soil Mech. Foundation Div
1964 · External reference
The ultimate resistance of rigid piles against transversal forces
1961 · External reference
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Conventional and centrifuge model studies of the moment-carrying capacity of short pier foundations in clay
10.1139/t95-096 · 1995 · External reference
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Simplified model for analysis of one or two piles
10.1061/(asce)0733-9410(1991)117:3(448) · 1991 · External reference
Numerical studies of the moment-carrying capacity of a short pier foundation in a clay soil
10.1002/(sici)1096-9853(199606)20:6<431::aid-nag834>3.0.co;2-4 · 1996 · External reference
Nonlinear analysis of stress and strain in soils
10.1061/jsfeaq.0001458 · 1970 · External reference
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Numerical modelling of the load–displacement behaviour of anchor walls
10.1016/s0045-7949(96)00066-1 · 1997 · External reference
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