1) Down-hole dynamic consolidation(DDC)
孔内强夯挤密法
2) down-hole dynamic compaction
孔内深层强夯法
1.
The application and working principle of down-hole dynamic compaction(DDC) in ground treatment of thick loess collapsible under overburden pressure is described,compared with cushion,dynamic compaction,earth pile and lime soil pile based on the analysis of a ground treatment project in the northwest of Shanxi Province.
《孔内深层强夯法技术规程》(CECS197:2006)(DDC工法)已经中国工程建设标准化协会批准使用。
3) method of dentification by tamping and expansion
夯扩挤密法
1.
Problems existing in improvement of loess ground by method of dentification by tamping and expansion are analyzed herein.
本文对夯扩挤密法加固黄土地基中存在的一些问题进行了分析。
4) dynamic silt replacement
强夯挤淤法
1.
Combined with practical work the application of dynamic silt replacement method in foundation treatment is introduced.
结合工程实例,对强夯挤淤处理地基的方法进行了介绍,从钻探、重型动力触探及浅层平顶载荷试验几方面,对地基处理结果进行了分析,结果表明强夯挤淤法加固效果显著。
5) DRE pile
钻孔夯扩挤密桩
1.
The composite foundation formed by CFG pile and drilling ram expanded pile (DRE pile) which used widely in Beijing area are applied to a project, using CFG pile to minimize the building settlement and DRE pile to improve shallow soil bearing capacity respectively.
介绍了北京地区应用广泛的 2种刚性桩CFG桩和钻孔夯扩挤密桩相结合形成的二元桩复合地基在锦秀馨园工程中的应用 ,其中利用CFG桩控制建筑物沉降 ,利用钻孔夯扩挤密土桩提高浅层土的承载力 ,通过计算得出了最佳设计方案 ,静载荷试验和沉降观测结果表明本工程设计是合理
6) The DDC technique
孔内深层强夯法技术
补充资料：内密
1.指枢密使。 2.内部的真实情况。
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