长短桩复合地基是一种新型的地基处理形式。
The long - short - pile composite foundation is a new type of foundation treatment.
垫层厚度的变化对长短桩复合地基的孔压影响很小。
Thickness of cushion do not alter much the pore pressure in the composite foundation with long-short-piles.
长短桩复合地基工作性状研究，已逐步成为理论和工程界关注的热点。
It has become a theoretical and engineering concern at the summit, to study long-short-pile composite foundation working mechanism.
多层住宅、多层办公楼等小跨度的层数不高的工程采用刚柔性长短桩复合地基技术是可行的，其经济性能也是可观的。
In multi-layer residential construction and office building, the rigid-flexible long-short pile composite found was feasible, and its economical efficiency was also significant.
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。
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.
本文提出了散体桩和刚性桩两种桩型长短桩相结合的复合地基的承载力和沉降的计算公式。
The computing formulae of the bearing capacity and deformation of the composite foundation with piles of different lengths, namely flexible pile and rigid pile, have been presented.
本文提出了散体桩和刚性桩两种桩型长短桩相结合的复合地基的承载力和沉降的计算公式。
The computing formulae of the bearing capacity and deformation of the composite foundation with piles of different lengths, namely flexible pile and rigid pile, have been presented.
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