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结合昆明市安宁地区某工程的地质条件,提出将岩石饱和单轴抗压强度作为混合基础地基承载力的统一计算依据,并通过数值分析模型,进行了混合基础静载试验,得出了一些有价值的结论。
Combined with the geological conditions of a project in the Anning district of Kunming, a unified uniaxial compressive strength of rock is put forward as a unified calculation basis of the bearing capacity of the mixed foundation, and the mixed foundation static load test is carried out by numerical analysis model. Value conclusion.