1、

Bounding Surface Elastoplastic-viscoplastic Analysis on Soft Clay of Heaped Load Precompression

超载预压软基固结边界面弹塑/粘塑性分析

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2、

Through site monitoring, test and results analysis, the consolidation effect of vacuum? heaped load combined precompression ( VHLCP) was evaluated.

通过现场监测、试验及结果分析,对真空堆载联合预压加固软土地基效果进行评价。

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3、

The simple bounding surface elastoplastic-viscoplastic model was used in Biot' consolidation theory. The deformation and pore pressure of road soft clay improved by heaped load precompression was calculated numerically.

在Biot固结理论中使用简化的边界面弹塑/粘塑性模型,对超载预压法处理公路软基全过程的变形和孔压进行数值计算。

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4、

Consolidation Theory on Heaped Load& Vacuum Preloading of Sand Drain Foundation

堆载及真空预压砂井地基固结解析理论

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5、

application of combine vaccum with heaped load prepressing method for roadbed

真空联合堆载预压法在路基处理中的应用

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6、

studies on the change of cylindrical pile foundation immediate settlement by heaped load effect;

研究了群桩在堆载作用下,筒桩基底瞬时沉降变化情况;

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