海床隆起对海堤的影响及处理方法.

By expounding the construction principle of DCM piles, this paper analyzes the heave of the seabed surface after DCM treatment of the seawall foundation in the main reclamation works of Hong Kong International Airport three runway system project. By analyzing the influence of the seabed heave on the stability of armor rock, toe rock, and overall bank slope of seawall, it is concluded that the weight of armor and toe rocks in Hong Kong three runway project cannot meet the stability design requirements, although the overall stability is affected, the project can still meet the design requirements, and the proposed treatment methods are given. [ABSTRACT FROM AUTHOR]