Designed model established by ANSYS program is used to analyze the loading behavior of the CFG pile composite foundation such as vertical displacement, stress and character of destructive capability.
利用ANSYS有限元程序建立模型，对CFG桩复合地基承载性状(竖向位移、应力分布、破坏特点等)进行了分析。
Based on the settlement calculation method of composite pile foundation, calculation model in compressive area method of reliability is established, and simplified calculation model is presented.
从复合桩基的沉降计算方法出发，建立了沉降可靠度分析模型，通过对各种计算模型的分析比较，提出了沉降可靠度的推荐计算方法。
Using finite analysis software ADINA, a typical single PCC pile composite foundation model is established. And the influence factors on the mechanics property are conducted.
通过ADINA有限元软件，建立了典型PCC单桩复合地基计算模型，分析了各种影响因素对PCC桩复合地基力学性状的影响。
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