基于弹性波法的公路护栏立柱埋深无损检测技术及影响因素研究

    Research on Influence Factors and NDT Technology of Expressway Barrier Post Embedded Depth in Soil Based on the Elastic Wave Technique

    • 摘要: 阐述了弹性波法检测护栏立柱埋深的基本原理,通过试验分析了各种相关因素(如传感器类型和安装位置、激振锤和激振方式、是否连接护栏板、护栏板与立柱相对位置等)对立柱埋深检测结果的影响,为工程检测和开发便携式检测设备提供了理论和试验依据.

       

      Abstract: The principle of the elastic wave method detecting the barrier post embedded length in soil was described.The involved factors,which impacted the test results were analyzed by experiments,such as the sensor type and its installation location,vibration hammer and the ways for exciting vibration,whether or not to be connectted to the quardrail,the relative position between the guardrail plate and the post etc.It provids the theoretical and experimental proofs for engineering test and developing portable inspection equipment.

       

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