王超, 陆晶晶, 孟祥跃, 李世海. 高桩码头不均匀沉降模型实验与数值模拟[J]. 力学与实践, 2009, 31(3): 61-63. DOI: 10.6052/1000-0879-2008-128
引用本文: 王超, 陆晶晶, 孟祥跃, 李世海. 高桩码头不均匀沉降模型实验与数值模拟[J]. 力学与实践, 2009, 31(3): 61-63. DOI: 10.6052/1000-0879-2008-128
MODEL EXPERIMENT AND NUMERICAL SIMULATION OF HIGH-PILED WHARF AND UNEVEN SETTLEMENT[J]. MECHANICS IN ENGINEERING, 2009, 31(3): 61-63. DOI: 10.6052/1000-0879-2008-128
Citation: MODEL EXPERIMENT AND NUMERICAL SIMULATION OF HIGH-PILED WHARF AND UNEVEN SETTLEMENT[J]. MECHANICS IN ENGINEERING, 2009, 31(3): 61-63. DOI: 10.6052/1000-0879-2008-128

高桩码头不均匀沉降模型实验与数值模拟

MODEL EXPERIMENT AND NUMERICAL SIMULATION OF HIGH-PILED WHARF AND UNEVEN SETTLEMENT

  • 摘要: 以使用5年以上的高桩码头的大管桩为研究对象,采用模型实验的方法对大管桩的不均匀沉降进行了系统研究. 首先通过量纲分析,确定模型实验的各个物理量和相关参数,以及模型材料(PVC管)等; 然后利用电测技术,经过大量实验,获得大管桩的不均匀沉降量和变化规律; 同时,利用数值模拟,分析了大管桩不均匀沉降变化规律,验证了模型实验结果的可靠性, 说明了利用数值模拟方法分析大管桩不均匀沉降是可行的.

     

    Abstract: A high-piled wharf in use for more five yearsare studied with model experiment to obtain the unevensettlement of large-diameter concrete pipes. First, physical parametersfor the model (PVC piles) are chosen throughdimensional analysis, and then, the uneven settlement of the large-diameter concretepipe is obtained by electrical measurement technology. At thesame time,a numerical simulation is carried out to validate the model experiment results. It is shown that it isfeasible to analyze the uneven settlement of the large-diameter concrete pipewith a numerical simulation.

     

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