Excessive deformation of a cantilever sheetpile wall can occur due to dredging, excavation, backfilling, or long-term creep behavior of soil. A buttressing berm constructed in front of the wall can be considered as a mitigation technique to prevent or dec
Subjects: cantilever sheetpile, deformation, buttress, limit equilibrium method, finite element analysis
Author: Meena L. Viswanath, Mustafa B. Erten, Ali Ebrahimi, Ming Zhu, John F. Beech
Publisher: DFI