Static behaviour of 3x3 pile group in sand under lateral loading

14th International Conference on Science, Engineering and Technology

自然科学;工业技术

Sureshkumar, R.^1 ; Bharathkumar, R.^1 ; Mohankumar, L.^1 ; Visuvasam, J.^1 ; Sairam, V.^1

Structural and Geotechnical Engineering Department, School of Civil and Chemical Engineering, VIT University, Vellore, India^1

关键词: Group efficiency;    Group piles;    Lateral load capacity;    Lateral loading;    Lateral loads;    Parametric study;    Pile groups;    Single piles;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/263/3/032035/pdf
DOI  :  10.1088/1757-899X/263/3/032035

来源: IOP

【 摘 要 】

This paper presents the static lateral load behaviour of single pile in comparison with 3x3 pile group in sand. The piled raft system is modelled using PLAXIS3D. Parametric studies of varying length to diameter (L/D) and spacing of piles in a group and diameter of piles (S/D) have been performed. The behaviour of group piles in terms of static lateral load capacity and group efficiency has been discussed.