A platform for research: civil engineering, architecture and urbanism
Compaction of sands and bearing capacity of piles
Information is derived on fundamental compaction characteristics, especially under impact; method to estimate compaction of cohesionless soils near shaft and base of driven piles and displacement caissons of Franki type; method is suggested for estimating settlement and allowable load of single driven piles and displacement caissons and of groups in cohesionless soils.
Compaction of sands and bearing capacity of piles
Information is derived on fundamental compaction characteristics, especially under impact; method to estimate compaction of cohesionless soils near shaft and base of driven piles and displacement caissons of Franki type; method is suggested for estimating settlement and allowable load of single driven piles and displacement caissons and of groups in cohesionless soils.
Compaction of sands and bearing capacity of piles
ASCE -- Proc (J Soil Mechanics Foundations Div)
Meyerhof, G.G. (author)
1959
29 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Compaction of Sands and Bearing Capacity of Piles
ASCE | 2021
|Bearing Capacity of Clay Improved with Sand Compaction Piles
British Library Conference Proceedings | 1994
|Bearing capacity of model piles driven into dense overconsolidated sands
British Library Online Contents | 1998
|