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NUMERICAL SIMULATION ON THE SETTLEMENT OF CFG PILES COMPOSITE FOUNDATION

机译:CFG桩复合地基沉降的数值模拟。

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The high-speed railway has already been the important part of the traffic network in China.The technique of CFG pile composite foundation has been used widely.This paper focuses on the settlement factors of CFG pile composite foundation based on the project of Wuhan-Guangzhou High-speed Railway.The numerical simulation is established models by FLAC-3D.Different parameters are selected so as to achieve different and precise results, such as pile length, pile space, pile modulus, cushion modulus, cushion thickness, etc.All the results eventually draw a conclusion that optimal parameters can be got on CFG pile composite foundation to reinforce the functions of the subgrade foundation.Therefore it has instructive significance to the settlement prediction of Wuhan-Guangzhou High-speed Railway, and offers a reference value to the prediction of settlement.
机译:高速铁路已经成为中国交通网络的重要组成部分。CFG桩复合地基技术得到了广泛的应用。本文以武广项目为重点,探讨了CFG桩复合地基的沉降因素。高速铁路,通过FLAC-3D建立了数值模拟模型,选择了不同的参数以获得不同的精度结果,如桩长,桩间距,桩模量,垫层模量,垫层厚度等。结果最终得出结论,CFG桩复合地基可以得到最佳参数,以增强路基的功能。因此对武广高速铁路沉降预测具有指导意义,并为今后的工程设计提供参考价值。沉降预测。

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