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Model study of dynamically laterally loaded pile
Dimensionally scaled model of vertical pile in soft soil has been dynamically tested; results indicate that low frequency oscillatory lateral load induces pile bending moments which closely correspond to moments caused by same load applied statically.
Model study of dynamically laterally loaded pile
Dimensionally scaled model of vertical pile in soft soil has been dynamically tested; results indicate that low frequency oscillatory lateral load induces pile bending moments which closely correspond to moments caused by same load applied statically.
Model study of dynamically laterally loaded pile
ASCE -- Proc (J Soil Mechanics Foundations Div)
Gaul, R.D. (author)
1958
33 pages
Article (Journal)
English
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