1) dynamic compaction replacement
强夯置换墩法
1.
Study of mechanism of dynamic compaction replacement for reinforcing highway soft roadbed
强夯置换墩法处理公路软基的机制研究
2) forced compaction macadam pier
强夯置换碎石墩
1.
On the basis of experimental pile research of forced compaction macadam pier in soft soil foundation on part of Wenzhou-Fuzhou railway in Zhejiang Section, the consolidating methods of forced compaction and macadam pier are combined.
通过对温福铁路浙江段部分软土地基采用强夯置换碎石墩加固试桩的研究,把强夯加固和碎石加固有机的结合起来,介绍其在加固软土地基中良好的加固效果和技术经济效益。
3) dynamic replacement
强夯置换法
1.
Discussion on the construction technology of dynamic replacement;
强夯置换法施工技术探讨
2.
Comparing different programs,engineers selected the dynamic replacement method to handle saturated loess ground bases.
通过方案对比 ,选择强夯置换法对饱和黄土地基进行处理 ,介绍其施工工艺并进行效果检
4) dynamic compaction replacement method
强夯置换法
1.
The operation methods of dynamic compaction replacement method are different for different ground conditions and engineering requirements.
强夯置换法处理软土地基具有质量可靠、简单易行、经济高效等特点,因此引起了许多工程界人士及专家学者的关注。
2.
As an example of dynamic compaction and dynamic compaction replacement project of rubbish pit and sewage pit in Xiangyang North Street of Baoding,the reinforcement mechanism,construction process,technology of dynamic compaction replacement method are expounded in detail.
该文以保定市向阳北大街工程垃圾坑及污水坑强夯及强夯置换工程为例,详细阐述了强夯置换法的加固机理及施工流程、工艺。
5) dynamic replacement method
强夯置换法
1.
In Shenzhen area the subgrade of reclamation strengthened by dynamic replacement method has found widespread application, and has obtained a good processing effect in practice.
在深圳地区强夯置换法加固填海路基应用非常广泛,并在实践中取得了较好的处理效果。
2.
This paper introduces the process of dynamic replacement method accepted in Shenzhen Taoyuan residential district in detail.
介绍了深圳市桃源村住宅区弱土层施工采用强夯置换法处理地基的施工方法 ,提出了强夯置换法是处理软土地基基础施工的好方
6) strong tamping replacement method
强夯置换法
1.
According to functional mechanism of strong tamping & strong tamping replacement method, it discusses complex foundation.
根据强夯和强夯置换法的作用机理 ,结合某污水处理厂建 (构 )筑物的特殊性 ,探讨了在复杂地基采用强夯与强夯置换法相结合的方法 ,对不同或同一建 (构 )筑物基础位于不同地基土 ,采用不同强夯参数 ,可以达到理想效
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