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通过对新疆塔克拉玛干沙漠工程地质的物理、力学性质指标的试验分析研究,得出该地区工程地质承载力和压缩系数以及对应液化应力比与动荷载循环作用的关系,据此可对同性质的沙漠土质进行液化可能性的判别分析。鉴于沙漠工程的复杂与艰难性,对于级配相似的沙漠地质,可参考使用本试验分析成果,给出它们的物理、力学性质指标的估计值,作为工程前期估算借鉴使用。
Through the experimental analysis of the physical and mechanical properties of engineering geology in the Taklimakan Desert in Xinjiang, the relationship between the engineering geological bearing capacity and compression coefficient and the corresponding liquefaction stress ratio and dynamic load cycle in the area is obtained. Based on this, Discriminant Analysis of Possibility of Soil Liquefaction. In view of the complexity and difficulty of desert engineering, for desert geology with similar grading, we can refer to the results of this experiment and give their estimated values of physical and mechanical properties as reference for preliminary project estimation.