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Research on Nondestructive Testing Signal of Beam-Slab Wharf Pile Foundation

机译:梁板码头桩基无损检测信号的研究

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Piles foundation of beam-slab wharf is deeply buried in soil and the top of pile is constrained by the superstructure. The detection of pile foundation of beam slab wharf is concealed and complex. First, the finite element model of pile foundation of beam-slab wharf is established, and LS-DYNA is used to simulate the actual nondestructive testing of pile foundation of wharf. Then, deconvolution is used to filter the interference signal in the original signal. Based on the post-processing signal, the integrity of the reinforced pile cap wharf pile can be obtained effectively. According to the above methods, different excitation methods and signal processing methods are used to analyze the pile foundation of beam slab wharf with constraint pile cap, which provides theoretical guidance for practical engineering.
机译:梁板码头的桩基深深地埋在土壤中,桩顶受上部结构的约束。梁板码头桩基的检测是隐蔽和复杂的。首先,建立了梁板码头桩基的有限元模型,并采用LS-DYNA模拟了码头桩基的实际无损检测。然后,使用反卷积将原始信号中的干扰信号滤波。基于后处理信号,可以有效地获得加固桩帽码头桩的完整性。根据上述方法,采用不同的激励方法和信号处理方法对带约束桩帽的梁板码头的桩基础进行分析,为实际工程提供理论指导。

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