潮汐区淤泥质黏土工程力学特性试验研究

Experimental Study on Engineering Mechanical Properties of Mucky Clay in Tidal Area

依托福鼎市某市政道路工程,通过现场取样,开展相关力学室内试验研究,得到主要结论为:下部淤泥层较易达到可塑和液化状态,中部淤泥层压缩难度最高。

Taking the field sampling of a municipal road project in Fuding City as an example,this paper studies the engineering mechanical properties of muddy clay in tidal area.The results show that the lower silt layer is easy to reach the state of plasticity and liquefaction,and the middle silt layer is the most difficult to compress.