A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
A series of model wood piles and pile clusters were driven into compacted bins of Vermont Silt. The piles were installed at a slow constant rate of penetration (CRP) with a continuous record of pile resistance vs. penetration depth. Linear, triangular and rectangular groups of 2, 3, 4, and 5 piles were tested at various pile spacings. Theoretical methods which consider the static equilibrium of the pile with working loads and ultimate soil forces are used for predicting pile capacities. (BPR abstract)
A series of model wood piles and pile clusters were driven into compacted bins of Vermont Silt. The piles were installed at a slow constant rate of penetration (CRP) with a continuous record of pile resistance vs. penetration depth. Linear, triangular and rectangular groups of 2, 3, 4, and 5 piles were tested at various pile spacings. Theoretical methods which consider the static equilibrium of the pile with working loads and ultimate soil forces are used for predicting pile capacities. (BPR abstract)
A Model Investigation of Friction Pile Capacities in Silts
L. Edgers (author)
1970
229 pages
Report
No indication
English
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