Physical and mechanical properties and microstructures of submarine soils in the Yellow Sea

In recent years, the exploration of seabed has been intensified, but the submarine soils of silt and sand in the Yellow Sea area have not been well investigated so far. In this study, the physical and mechanical properties of silt and sand from the Yellow Sea were measured using a direct shear apparatus and their microstructures were observed using a scanning electron microscope. The test results suggest that the shear strength of silt and sand increases linearly with the increase of normal stress. Based on the direct shear test, the scanning electron microscope was used to observe the section surface of sand. It is observed that the section surface becomes rough, with many "V"-shaped cracks. Many particles appear on the surface of the silt structure and tend to be disintegrated. The X-ray diffraction experiment reveals that the sand and silt have different compositions. The shear strength of sand is slightly greater than that of silt under high stress, which is related to the shape of soil particles and the mineral composition. These results can be a reference for further study of other soils in the Yellow Sea; meanwhile, they can serve as soil parameters for the stability and durability analyses of offshore infrastructure construction. In this study, the physical and mechanical properties of silt and sand from the Yellow Sea are measured and microscopically explored. image The physical and mechanical properties of silt and sand from the Yellow Sea are measured and microscopically explored. After the direct shear test, it is found that the section surface of sand becomes rough, with many "V"-shaped cracks. Many particles of the silt structure appear on the surface and tend to disintegrate. The X-ray diffraction experiment reveals that the compositions of sandy and silty soils are different.