Through the impact loading and model analysis,a conclusion is drawn as follows: the formation of seabed sediment consolidated inhomogeneity is due to .

• 通过分析直立堤前海床地貌和深度剖面方向贯入强度特性及相邻自由海床剖面方向贯入强度特性,研究了黄河口潮滩粉土体动力响应的非均匀性。