non homogeneous soil 非均匀土质
the non-homogeneous soil 宏观不均匀地基
non-homogeneous soil layer 非匀匀土层
non-homogeneous soil strata 非均质土层
borrow non-homogeneous soil 混合取土
Using the stochastic vibration theory of continuous linear system, this paper studies the dynamic response problem of non-homogeneous soil foundation.
利用连续线性系统的随机振动理论，研究非均匀地基土层地震的动力反应问题。
Because of using the fundamental solutions of layered elastic solids, the proposed method can be used for analysis of the pile-foundation interaction in non-homogeneous soil.
建立桩身单元的位移应力方程时，采用压缩杆理论；建立土体界面单元方程时，采用层状材料基本解。
The maximum value of the shear for the non homogeneous soil layer is always greater than that for the homogeneous soil layer in the whole depth.
对于剪应变，在整个土层深度内，非均质土层的最大期望值大于均质土层的最大期望值；
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