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1)  average degree of consolidation of sand-drained ground
固结砂井地基平均固结度
2)  average degree of consolidation of sand-drained ground
砂井地基平均固结度
3)  consolidation of sand-drained ground
砂井地基固结
1.
Probability design of consolidation of sand-drained ground;
砂井地基固结的概率设计
4)  sand drain
固结砂井
5)  average degree of consolidation
平均固结度
1.
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.
The ground by partially penetrated sand drain is turned into a equivalent-double-layered ground with the general solution of the average degree of consolidation;and the analytical solution of 1-D consolidation for the underlying soft layer is given;and furthermore the average degree of consolidation is obtained.
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,给出了下卧层一维固结解析解,进而求出下卧层的平均固结度。
3.
With the consideration of the spatial variation of physical parameters of soft clay, the probabilistic characteristics of the one-dimensional average degree of consolidation of soft clay was studied and its sensitivity of variance to permeability, void ratio and compression coefficient of soil was also analyzed.
在考虑岩土参数空间变异性的情况下,对软粘土地基一维固结平均固结度的概率特征进行了研究,分析了平均固结度的概率特征对渗透系数、孔隙比和压缩系数三参数变异性的敏感性,进行了岩土参数分布类型对平均固结度影响的正交试验,并根据试验结果进行了方差分析,为进一步开展多层地基固结的可靠性分析打下了基础。
6)  average degree of the consolidation
平均固结度定义
补充资料:砂桩加固地基


砂桩加固地基


蘸 砂桩加固地基
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