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Settlement of CFG Composite Foundations of the Beijing-Tianjin Inter-city Rail Construction

机译:京津城际铁路​​建设中CFG复合地基的沉降

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The Beijing-Tianjin inter-city rail line is the first 350 knVh high-speed railway in China using all Bogle slab tracks that require a post-construction settlement of less than 15 mm. The data from monitoring soil stress and settlement characteristics of different parts of the CFG composite pile foundation shows that the stress is large and changes rapidly on the top of stakes in the period of construction and precompaction. Analysis of the data using hyperbola and Hushino methods indicates that 70% of the settlement from preloading occurs in 40 days and forecasts that the settlement of subgrade after acceptance satisfies the requirements of Code.
机译:京津城际铁路​​线是中国第一条350 knVh的高速铁路,使用所有Bogle平板轨道,施工后沉降小于15毫米。监测CFG复合桩基础不同部位的土壤应力和沉降特性的数据表明,在施工和预压实期间,应力很大并且在桩顶处变化迅速。使用双曲线和Hushino方法对数据进行的分析表明,预压下的沉降量中有70%在40天内发生,并预测验收后路基的沉降量满足规范要求。

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