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褥垫层是刚性桩和半刚性桩复合地基的核心技术之一。
Cushion is a core part in the rigid and semirigid composite foundation.
利用该方法可对刚性、半刚性桩复合地基进行优化设计。
The optimized design on the composite foundation of the stiff and half stiff pile by the cushion can be performed with this method.
通过分析桩土垫层相互作用，讨论了刚性桩复合地基的沉降特性。
With analysis of interaction of piles, soil and cushion, settlement characteristics of the rigid pile composite foundation is discussed.
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