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Post-Construction Settlement Calculation and Prediction for Group Piles Foundation of High Speed Railway Bridge

机译:高速铁路桥梁群桩基础施工后沉降计算与预测

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摘要

On the basis of and after adjustment to Consolidation Settlement Theory, a calculation method for post-construction settlement for high speed railway group piles foundation is put forward and the calculation formula is deduced accordingly. By the application of Gray System Theory GM (1,1) model, metabolism GM (1,1) model is worked out. Through comparative analysis with settlement observation data of one pier of Yunzaobang major bridge, the post-construction calculation method and Gray System Theory prediction method proposed in this paper are proven applicable in engineering practice.
机译:在对固结沉降理论进行调整后,提出了高速铁路群桩基础施工后沉降的计算方法,并推导了计算公式。应用灰色系统理论GM(1,1)模型,建立了代谢GM(1,1)模型。通过与云早帮主桥一墩沉降观测数据的对比分析,证明本文提出的施工后计算方法和灰色系统理论预测方法在工程实践中是可行的。

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