A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Determination of Axial Pile Capacity of Prestressed Concrete Cylinder Piles
The scope of the research was to develop unit skin friction and end bearing resistance vs. Standard Penetration Test (SPT) 'N' curves for large diameter (>36 inches) prestressed concrete and steel cylinder piles in various soil types (sands, silts and clays). As with smaller diameter piles, separation of steel from prestressed concrete skin friction and end bearing was considered. To assist with design, Load and Resistance Factor Design (LRFD) resistance factors were also established for the proposed methods.
Determination of Axial Pile Capacity of Prestressed Concrete Cylinder Piles
The scope of the research was to develop unit skin friction and end bearing resistance vs. Standard Penetration Test (SPT) 'N' curves for large diameter (>36 inches) prestressed concrete and steel cylinder piles in various soil types (sands, silts and clays). As with smaller diameter piles, separation of steel from prestressed concrete skin friction and end bearing was considered. To assist with design, Load and Resistance Factor Design (LRFD) resistance factors were also established for the proposed methods.
Determination of Axial Pile Capacity of Prestressed Concrete Cylinder Piles
M. C. McVay (author) / D. Badri (author) / Z. Hu (author)
2004
137 pages
Report
No indication
English
Axial Pile Capacity of Large Diameter Cylinder Piles
| British Library Conference Proceedings | 2008
Axial Pile Capacity of Large Diameter Cylinder Piles
| ASCE | 2008
Axial and Lateral Load Performance of Two Composite Piles and One Prestressed Concrete Pile
| British Library Online Contents | 2003
Hollow-cylinder prestressed concrete piles cut bridge costs
| Engineering Index Backfile | 1965
| Engineering Index Backfile | 1968