TY - GEN
T1 - Finite Element Analysis of Laterally Loaded Piles in Clays
AU - Nur Eldayem, Fath Elrahman E.
AU - Mohamedzein, Yahia E.A.
N1 - Publisher Copyright:
© ASCE.
PY - 2016
Y1 - 2016
N2 - 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.
AB - 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.
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U2 - 10.1061/9780784480021.023
DO - 10.1061/9780784480021.023
M3 - Conference contribution
AN - SCOPUS:84983036326
T3 - Geotechnical Special Publication
SP - 175
EP - 182
BT - Geotechnical Special Publication
A2 - Fatahi, Behzad
A2 - Sorour, Tamer
A2 - Leng, Zhen
PB - American Society of Civil Engineers (ASCE)
T2 - 4th Geo-China International Conference: Behavior of Geomaterials and Foundations for Civil Infrastructure Applications, Geo-China 2016
Y2 - 25 July 2016 through 27 July 2016
ER -