Numerical simulation of XCC pile penetration in undrained clay

• المؤلفون الرئيسيون: Zhou, Hang, Liu, Hanlong, Yuan, Jingrong, Chu, Jian
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: مقال
• اللغة: English
• منشور في: 2021
• الموضوعات: Engineering::Computer science and engineering; Coupled Eulerian-Lagrangian Method; X-section Cast-in place Concrete Pile
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/150737

This paper presents large deformation analysis of X-section Cast-in place Concrete (XCC) pile (a type of non-cylindrical pile) penetration in undrained clay using the Coupled Eulerian-Lagrangian (CEL) numerical technique. The main objective of this study was to investigate the shape effect of XCC pi...