Ổn định tổng thể của kè cọc ly tâm trên nền đất yếu

Abstract

Double-row pile breakwater to protect the coast of the Mekong Delta is increasingly widely used, the structure consists of two rows of centrifugal piles driven in parallel, connected by a reinforced reinforced concrete beam frame system, in the middle of which is poured stone. The works are often located far from the shore, on soft soil geology. Under the action of self-load, tidal wave loads act simultaneously. Research of the overall stability of the Double-row pile breakwater under the combined effect of converted loads including vertical, horizontal force and moment is presented in this article.