Dynamic compaction is an efficient ground improvement technique.
强夯法是一种有效的地基处理方法。
It can be concluded that the new style pile is convenient to be constructed with high bearing capacity and reliable quality. It is expected to be applied in ground improvement with great prospect.
工程实践应用表明，薄壁管桩施工方便，承载力高，成桩质量可靠，具有较大的应用推广价值。
CFG pile composite foundation is a new ground improvement method for soft clay.
CF G桩复合地基是一种新型的软弱地基处理方法。
The results of these tests can be helpful to more reasonable design in ground improvement with electroosmotic.
应用电渗仪的试验结果，可以更科学合理地进行电渗加固设计。
The study results were useful for detailed design of weak ground improvement method and foundation of bucket wheel machines.
计算研究成果直接为工程地基处理方案的确定及斗轮机基础的详细设计提供了依据。
The design studies confirm the feasibility of constructing a mat foundation within short time, provided that the ground improvement measures mentioned above were incorporated.
设计研究确认在短期内建造大型油罐地基的可行性，但要结合上述的软基处理技术。
So it is suggested that ground improvement methods for the actual project should be analyzed carefully and the optional design should be conducted for the purpose of economy and reasonability.
本文分析结果表明，影响长短桩复合地基性状的因素很多，因此，应具体分析工程中遇到的实际地基处理问题，进行优化设计，以达到经济合理的目的。
To analyze the effect of the blind drainage system on the engineering characteristics of the ground improvement by gravel pile, the contrast tests were carried out on roadbed testing segment.
为探讨盲沟排水对路基下碎石桩加固的软土地基的工程特性的影响，进行了路基试验段的对比试验，并在路堤填筑施工中进行了孔隙水压力和地基沉降测试。
To analyze the effect of the blind drainage system on the engineering characteristics of the ground improvement by gravel pile, the contrast tests were carried out on roadbed testing segment.
为探讨盲沟排水对路基下碎石桩加固的软土地基的工程特性的影响，进行了路基试验段的对比试验，并在路堤填筑施工中进行了孔隙水压力和地基沉降测试。
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