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CAPACITY VERSUS DEFORMATION ANALYSIS FOR DESIGN OF FOOTINGS AND PILED FOUNDATIONS (2011)
The paper presents the findings to reaffirm the principle that design of a piled foundation requires the analysis of the interaction between load transfer, soil settlement and pile toe load movement response.
Reference:
Geotechnical Engineering Journal of the SEAGS & AGSSEA Vol. 42, No. 2, 2011
Geotechnical Engineering Journal of the SEAGS & AGSSEA Vol. 42, No. 2, 2011
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Bengt Fellenius Consultants Inc
Bengt Fellenius Consultants Inc
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