drained ground base 排水的地基
sand drained ground 砂井地基
sand-drained ground 砂井地基
Drained-ground collapse 疏干地面塌陷
consolidation of sand-drained ground 砂井地基固结
Optimal design for sand-drained ground 砂井地基的优化设计
A probability design procedure for consolidation of sand-drained ground is established and its practical application is illustrated by example.
提出了砂井地基固结概率设计的一般步骤，并用算例说明了该法在实际工程中的应用。
The effect of coefficient of variation of uncertain parameters on the probability characteristic of consolidation for sand-drained ground is studied by the method of orthogonal experiment.
通过正交试验研究不确定性参数变异性对砂井地基固结概率特性的影响。
Therefore, to develop more efficient calculation methods to analysis the behavior of sand drained ground plays an important role both in the theoretical and the practical sides of such problems.
因此，探索更有效的砂井地基计算方法对于准确分析砂井地基的变形特性有着重大的理论及实践意义。
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