1) combined pile composite foundation
组合桩型复合地基
1.
Application and calculation analysis of combined pile composite foundation;
组合桩型复合地基计算与应用分析
2.
Scheme selection and calculation of bearing capacity of combined pile composite foundation
组合桩型复合地基的方案选择与承载力计算
3.
Application of the combined pile composite foundation to coastal soft soil areas is described.
将碎石桩与CFG桩组合桩型复合地基用于沿海软土地基的处理。
2) multi-type-pile composite foundation
多桩型复合地基
1.
Testing study on bearing characteristics of multi-type-pile composite foundation;
多桩型复合地基承载特性的试验研究
2.
Field test of multi-type-pile composite foundation;
多桩型复合地基试验研究
3) composite foundation
组合型复合地基
1.
The application of composite foundation of low-strength concrete pile and dispersive pile;
低强度混凝土桩与散体桩组合型复合地基的应用
2.
The composite foundation of CFG pile and sandstone pile has been adopted based on calculation and scheme comparison and it is the first time for such technology to be used in domestic project.
通过计算及方案比较 ,采用了CFG桩与碎石桩组合型复合地基 ,此种地基加固处理在国内尚属首次。
4) combined composite foundation
组合型复合地基
1.
in highly-sensitive soft ground,a technique of combined application of various ground treatment is taking place in engineering,which is the technique of combined composite foundation.
为改善在软弱粘性土,特别是在高灵敏度的软土中的砂石桩复合地基的承载力,在工程中形成一种多项地基处理方法联合应用的技术——组合型复合地基技术。
2.
This paper presents a 3D-FEM simulation and field static plate loading test for combined composite foundation with cement-flyash-gravel(CFG) piles and rammed soil-cement(RSC) piles.
通过三维有限元和现场静载试验对组合型复合地基的受力和位移特性进行了研究,并把理论计算结果与实测结果进行了对比分析,理论分析和试验结果表明:在组合型复合地基中,由于各桩之间相互影响,桩长较短、刚度较小的RSC桩的单桩承载力同单桩相比差别不大;而桩长较长、刚度较大的水泥粉煤灰碎石桩(简称CFG桩)的单桩承载力比单桩减小较多。
3.
The case history of the combined composite foundation with compacted cement soil piles and CFG piles is introduced.
通过介绍一个由夯实水泥土桩和CFG桩构成的组合型复合地基的工程实例 ,说明在湿陷性黄土地区 ,采用组合型复合地基既可消除地基土层的湿陷性 ,又能获得较高的承载力 ,具有显著的经济效益。
5) combined composite ground
组合型复合地基
1.
FEM method applied to analyze stress and consolidation performance of combined composite ground proves the load passed by GC pile can reach as far as 7 times of the pile diameter.
运用有限元方法分析组合型复合地基的应力及固结特性 ,结果证明 ,组合型复合地基中的GC桩可将其承担的荷载传递至7倍桩径处 ,地基中的应力分布呈现“整体效应”下的应力集中。
补充资料：挤密碎石桩加固地基
挤密碎石桩加固地基
挤密碎石桩加固地基
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