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探讨了现行刚性桩复合地基计算方法存在的问题,在对刚性桩复合地基进行受力分析的基础上提出了刚性桩复合地基新的设计方法。
The problems existing in the calculation method of rigid pile composite foundation are discussed. Based on the analysis of the force of rigid pile composite foundation, a new design method of rigid pile composite foundation is proposed.