...报（自然科学版、英文版） 关键字: 砂井地基; Biot固结理论;非线性弹性;沉降;孔隙水压力[gap=1532]Key words: sand drain ground; Biot s consolidation theory; nonlinearity elastic model; settlement; porewater..
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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。
参考来源 - 砂井地基平面应变等效方法研究·2,447,543篇论文数据，部分数据来源于NoteExpress
利用该理论解，能方便地进行有井阻和涂抹的砂井地基设计。
By this theory, design of sand drain foundation taking account of the effect...
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。
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.
研究表明，砂垫层透水性对砂井地基固结过程有较大影响，且与井阻等参数有关。
The study shows that the permeability of the sand course has greater influence on the consolidation process of the sand well foundation and it relates to the parameters such as well resistance etc.
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