A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Finite Element Analysis of Laterally Loaded Piles in Clays
This study presents a finite element model for analysis of laterally loaded piles in medium stiff clay using ABAQUS program. Three dimensional (3-D) continuum elements are used for both pile and soil elements. The interaction between the pile and the soil is modelled by using contact surfaces. Frictional behavior between the pile and the soil is considered in order to model the gap formation and sliding behavior between the pile and the soil. The response of the pile is presented in terms of the head deflection of the pile, bending moments, shear forces, deflections along the length of the pile, the gap formation between the pile and the soil, the p-y curves and the stress and displacement distribution within the pile–soil system. The study showed that the ultimate lateral pile capacity increases with the increase in soil shear strength, the L/d ratio and the pile diameter. For the cases considered, the maximum bending moment occurs at a depth of 0.12L to 0.18L.
Finite Element Analysis of Laterally Loaded Piles in Clays
This study presents a finite element model for analysis of laterally loaded piles in medium stiff clay using ABAQUS program. Three dimensional (3-D) continuum elements are used for both pile and soil elements. The interaction between the pile and the soil is modelled by using contact surfaces. Frictional behavior between the pile and the soil is considered in order to model the gap formation and sliding behavior between the pile and the soil. The response of the pile is presented in terms of the head deflection of the pile, bending moments, shear forces, deflections along the length of the pile, the gap formation between the pile and the soil, the p-y curves and the stress and displacement distribution within the pile–soil system. The study showed that the ultimate lateral pile capacity increases with the increase in soil shear strength, the L/d ratio and the pile diameter. For the cases considered, the maximum bending moment occurs at a depth of 0.12L to 0.18L.
Finite Element Analysis of Laterally Loaded Piles in Clays
Nur Eldayem, Fath Elrahman E. (author) / Mohamedzein, Yahia E.-A. (author)
Fourth Geo-China International Conference ; 2016 ; Shandong, China
Geo-China 2016 ; 175-182
2016-07-21
Conference paper
Electronic Resource
English
Finite Element Analysis of Laterally Loaded Piles in Clays
| TIBKAT | 2016
Finite Element Analysis of Laterally Loaded Piles in Clays
| British Library Conference Proceedings | 2016
Finite Element Analysis of Laterally Loaded Piles
| British Library Conference Proceedings | 1993
Simplified Method for Analyzing Laterally Loaded Single Piles in Clays
| Online Contents | 1997
Simplified Method for Analyzing Laterally Loaded Single Piles in Clays
| British Library Online Contents | 1997