在近海工程建筑物的地基基础设计分析中,海底土的强度性质是十分重要的问题。通常,海底沉积物极不均匀,每个土样之间都可能有相当的差异,要想从少量的室内试验结果满意地了解原状土的强度性质,尤其是探索土的基本规律性是困难的。因此,我们采用由渤海现场取得的海底土在实验室按一定要求重塑后的土样进行试验,这样既消除了沉积物结构的不均匀性,又保证了不同应力历史和不同类型试验之间的合理比较。当然,重塑海洋土和 In the analysis of the foundation design of offshore engineering buildings, the strength properties of the submarine soil is a very important issue. In general, the sediments on the seabed are highly non-uniform, and there may be considerable differences between each soil sample. It is difficult to understand the strength properties of the original soil satisfactorily from a small amount of indoor test results, especially to explore the basic regularity of the soil. . Therefore, we use the soil samples obtained from the Bohai Sea site to be remodeled in the laboratory according to certain requirements. This will not only eliminate the heterogeneity of the sediment structure, but also ensure the history of different stresses and the different types of tests. A reasonable comparison. Of course, reshaping marine soil and