A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Analysis of laterally loaded group of piles located on sloping ground
In this paper, a finite element numerical analysis was carried out to study the behaviour of group of piles located on sloping ground using finite element analysis software PLAXIS 3D. A pile of 0.305 m diameter and 9.1 m length was arranged in 3 × 3 group pattern with spacing equal to three times the pile diameter (3D) and was modelled by PLAXIS 3D. The group of piles was embedded into a soil profile consisting of soft to medium-stiff clay and silts underlain by sand. A parametric study was carried out to study the behaviour of group of piles located on sloping ground surface (1V:5H and 1V:3H slopes) and subjected to lateral loads. The effect of slopes on pile capacity, the behaviour of lateral deflections and bending moment profile of front, middle and back rows of group of piles were studied.
Analysis of laterally loaded group of piles located on sloping ground
In this paper, a finite element numerical analysis was carried out to study the behaviour of group of piles located on sloping ground using finite element analysis software PLAXIS 3D. A pile of 0.305 m diameter and 9.1 m length was arranged in 3 × 3 group pattern with spacing equal to three times the pile diameter (3D) and was modelled by PLAXIS 3D. The group of piles was embedded into a soil profile consisting of soft to medium-stiff clay and silts underlain by sand. A parametric study was carried out to study the behaviour of group of piles located on sloping ground surface (1V:5H and 1V:3H slopes) and subjected to lateral loads. The effect of slopes on pile capacity, the behaviour of lateral deflections and bending moment profile of front, middle and back rows of group of piles were studied.
Analysis of laterally loaded group of piles located on sloping ground
Deendayal, R. (author) / Muthukkumaran, K. (author) / Sitharam, T. G. (author)
International Journal of Geotechnical Engineering ; 14 ; 580-588
2020-07-03
9 pages
Article (Journal)
Electronic Resource
Unknown
Three-Dimensional Finite Element Analysis of Laterally Loaded Piles in Sloping Ground
| Online Contents | 2012
Three-Dimensional Finite Element Analysis of Laterally Loaded Piles in Sloping Ground
| Springer Verlag | 2012
Three-Dimensional Analysis of Performance of Laterally Loaded Sleeved Piles in Sloping Ground
| British Library Online Contents | 2001
Analysis of laterally loaded piles in sloping ground using a modified strain wedge model
| British Library Online Contents | 2019
Model Studies on Laterally Loaded Piles in Sloping Clay Bed
| Springer Verlag | 2017