摘要
本文结合排水板联合堆载预压法在厦门软基吹填造地工程中的应用,基于有限元分析软件Midas/GTS,建立塑料排水板联合堆载预压法处理吹填场区软基的固结沉降计算模型,并进行分级加载情况下软土地基固结沉降的计算,将计算结果与现场监测数据进行对比分析。
By studying the combination of drain band and preloading method applied in Xiamen soft base reclamation project, the finite element software of Midas/GTS is used to build the consolidation settlement calculation model for the improvement of dredger-filled soft base with drain band combined with preloading method. The settlement of soft base at different loading levels is calculated, and compared with real-measured data.
引文
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