1) ground by partially penetrated sand drain
未打穿砂井地基
1.
Analysis of consolidation of underlying soft layer of ground by partially penetrated sand drain;
未打穿砂井地基下卧层固结研究分析
2.
The ground by partially penetrated sand drain is turned into an equivalent-double-layered ground with the general solution of average degree of consolidation;and its analytical solution of one-dimensional consolidation is worked out,and furthermore,the average degree of consolidation is gained.
利用平均固结度普遍解,将未打穿砂井地基转化为等效双层地基,给出其一维固结的解析解,求出未打穿砂井地基的平均固结度。
2) partially penetrated vertical drains
未打穿砂井
1.
Considering the well resistance and the smear effects,the numerical modeling and the solution method for multi-layered clays consolidation by partially penetrated vertical drains under time-dependent loading are presented.
考虑井阻和涂抹区的影响,建立成层未打穿砂井地基固结的数值模型和算法。
2.
This results in the studies on the consolidation theory of soft soil with partially penetrated vertical drains.
但是在实际工程中某些情况下并不适合于采用打穿砂井地基,例如当软土层太深以至于完全打穿不太经济,或施工不可能,这就引发了对未打穿砂井地基固结理论的研究。
3) ground with partially penetrated vertical drains
未打穿竖井地基
4) partially penetrated vertical drains
未打穿竖井
1.
Soil of consolidation with partially penetrated vertical drains under complicated loadings considering three-dimensional seepage in soil beneath vertical drain;
复杂荷载作用下考虑下卧层三维渗流的未打穿竖井地基固结分析
5) sand drain ground
砂井地基
1.
Application of composite element method in sand drain ground finite element analysis;
组合单元法在砂井地基有限元分析中的应用
2.
The consolidation behavior of the sand drain ground during the process of filling the embankment was monitored by the settlement plate, telescoping tube settlement gauge and pore water pressure cell.
采用沉降板、分层沉降仪、孔隙水压力计等仪器,对路基分层填筑过程中砂井地基的固结规律进行监测,保证了路基的安全填筑。
6) sand drained ground
砂井地基
1.
Probabilistic analysis method simplied of consolidation for sand drained ground is concluded from sensitivity analysis of the degree of consolidation to uncertain parameters.
基于砂井地基固结对固结系数的敏感性分析 ,得出了砂井地基固结概率分析的简化方法 ;推导了砂井地基固结度概率特征值的计算公式 ;研究了砂井地基固结的概率设计方法 ,并探讨了简化方法的精
2.
Some new problems appear with the increasing popularity of installing vertical drains, therefore, developing 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.
随着该方法的广泛应用，在工程中遇到了许多新问题，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。
3.
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。
补充资料：砂桩加固地基
砂桩加固地基
蘸 砂桩加固地基
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条