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Consolidation theory applied to foundation pile time effects
Time increase in bearing capacity of friction pile in clays and silts is explained in terms of consolidation theory; case of single pile is examined in detail and with respect to available experimental data; problems connected with large clusters are outlined and limits are proposed for time effect on cluster.
Consolidation theory applied to foundation pile time effects
Time increase in bearing capacity of friction pile in clays and silts is explained in terms of consolidation theory; case of single pile is examined in detail and with respect to available experimental data; problems connected with large clusters are outlined and limits are proposed for time effect on cluster.
Consolidation theory applied to foundation pile time effects
Geotechnique
Soderberg, L.O. (author)
Geotechnique ; 12
1962
9 pages
Article (Journal)
English
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