This paper investigates the effect of driving a group of 52 open-ended Prestressed High Strength Concrete (PHC) piles on an existing highway embankment based on field measurements of excess pore pressure and lateral soil displacement. Excess pore pressure
Subjects: Existing embankment widening; PHC pile; Pile driving; Excess pore pressure; Lateral
displacement
Author: Guowei Li, Andrew C. Amenuvor, Xiaocen Lu, Jiantao Wu, Thang N. Nguyen
Publisher: DFI