CFG桩复合地基沉降计算方法研究

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Abstract The calculation method and the formulas of pile-soil stress ratio considering the interaction of pile-soil-cushion are deduced. They are based on the settlement model of CFG-pile composite ground. The problems of calculation parameters are also discussed.

Key words： composite foundation settlement model stress ratio of pile-soil

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https://rockmech.whrsm.ac.cn/EN/Y2002/V21/I07/1084

[1]	XU Baolong1，2，LU Mengmeng1. Analytical solutions for consolidation of composite foundation with multiple drains considering clogging effect[J]. , 2025, 44(4): 1053-1064.