边坡设计的稳定性规划取决于理论分析方法和岩土力学性质参数选择两个方面。
There are two aspects influencing on stabilization planning, which are theoretical analysis method and selection of the mechanical property parameters of soil and rock mass.
在这些试验所获结果基础上，分析了黄土的岩土力学性质，尤其是黄土的湿陷性。
On the basis of the results obtained, the geotechnical properties of loess, especially its collapsibility are analyzed.
根据瑞雷面波在层状介质中的传播理论，波速的变化可以反映出岩土力学性质的变化。
Based on the theory of Rayleigh wave propagation in layer medium, the variation of wave velocity can reflect the variation of rock and soil mechanical property.
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