A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
An analysis is described for the determination of the response of a single cylindrical pile subjected to torsion. The accuracy of the analysis is checked against existing solutions and found to be satisfactory. Parametric solutions for the torque rotation relationship for the pile head are presented, for both a uniform soil and a soil in which shear modulus and pile-soil adhesion increase linearly with depth.
An analysis is described for the determination of the response of a single cylindrical pile subjected to torsion. The accuracy of the analysis is checked against existing solutions and found to be satisfactory. Parametric solutions for the torque rotation relationship for the pile head are presented, for both a uniform soil and a soil in which shear modulus and pile-soil adhesion increase linearly with depth.
Torsional Response of Piles
H. G. Poulos (author)
1975
32 pages
Report
No indication
English
Centrifuge modeling of torsional response of piles in sand
| Online Contents | 2006
Centrifuge modeling of torsional response of piles in sand
| British Library Online Contents | 2006
On Torsional Stiffness of Piles
| British Library Conference Proceedings | 1993
Torsional Piles in Non-homogeneous Media
| Online Contents | 1996
Torsional Piles in Two-Layered Nonhomogeneous Soil
| Online Contents | 2007