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

Zhuangcai Tian, Yihua Chang, Sichao Chen, Gengchen Wang, Yanhong Hu, Chuan Guo, Lei Jia, Lei Song, Jianhua Yue
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Abstract

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.

Abstract Image

黄海海底土壤的物理力学性质和微观结构
近年来,海底勘探工作不断加强,但黄海地区的海底淤泥和砂土至今尚未得到很好的研究。本研究使用直接剪切仪测量了黄海淤泥和砂的物理力学性质,并使用扫描电子显微镜观察了它们的微观结构。试验结果表明,淤泥和砂的剪切强度随法向应力的增加而线性增加。在直接剪切试验的基础上,使用扫描电子显微镜观察砂的断面。观察发现,断面表面变得粗糙,出现许多 "V "形裂缝。许多颗粒出现在淤泥结构的表面,并有崩解的趋势。X 射线衍射实验表明,砂和淤泥的成分不同。在高应力下,砂的抗剪强度略大于淤泥,这与土壤颗粒的形状和矿物成分有关。这些结果可作为进一步研究黄海其他土壤的参考,同时也可作为海上基础设施建设稳定性和耐久性分析的土壤参数。
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