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Dynamic design and behavior of compensated foundations with friction piles
Simplified working hypotheses are presented and case of uniformly spaced piles is considered; piles are driven in highly compressible soil mass and may be considered as incompressible as compared to surrounding soil; soil mass is under continuous compression due to consolidation; shear stress of unaltered clay is constant with depth and that of clay kneaded and reconsolidated along ring surrounding piles is proportional to effective vertical stress on clay mass; observations derived from study of old buildings in Mexico are mentioned.
Dynamic design and behavior of compensated foundations with friction piles
Simplified working hypotheses are presented and case of uniformly spaced piles is considered; piles are driven in highly compressible soil mass and may be considered as incompressible as compared to surrounding soil; soil mass is under continuous compression due to consolidation; shear stress of unaltered clay is constant with depth and that of clay kneaded and reconsolidated along ring surrounding piles is proportional to effective vertical stress on clay mass; observations derived from study of old buildings in Mexico are mentioned.
Dynamic design and behavior of compensated foundations with friction piles
Diseno dinamico y comportamiento de cimentaciones compensadas con pilotes de friccion
Zeevaert, L. (author)
Ingenieria (Mexico) ; 33
1963
7 pages
3 Plates
Article (Journal)
Spanish
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