基于PLC控制的弯曲元阵列开发及其在水平受荷桩试验中的初步应用

    Development of PLC-controlled bender element array and its implementation in laterally loaded pile experiments

    • 摘要: 为实现对土体刚度特性的实时监测与评价,开发了一套适用于模型试验的弯曲元阵列系统。该系统以PLC为控制核心,配合多通道切换结构,在单通道架构下实现多组弯曲元传感器的高效调度,具有成本低、抗干扰能力强与开发维护便捷等优势。为验证系统在复杂试验应用场景中的适用性,将其应用于饱和黏土中单桩水平加载模型试验,获取了单调和循环两类荷载作用下桩周土体的小应变剪切刚度响应,并结合有限元结果对系统测试结果的可靠性进行定量分析。结果表明,该系统能够稳定、准确地反映土体刚度的时空变化规律,为桩-土系统全寿命周期响应研究提供了有效测试手段,也为阵列化传感系统在岩土工程模型试验中的推广应用奠定了技术基础。

       

      Abstract: To enable real-time monitoring and evaluation of the soil stiffness characteristics, a bender element array system suitable for model testing has been developed. The system is based on a PLC control unit and employs a multi-channel switching architecture to efficiently manage multiple bender element sensors within a single-channel framework. It offers advantages such as low cost, strong anti-interference capability, and ease of development and maintenance. To verify its applicability in complex testing environments, the system was applied to model tests of horizontally loaded single piles in saturated clay. The small-strain shear stiffness of the soil under both monotonic and cyclic loading was obtained, and the reliability of the system’s test results was quantitatively analyzed by comparison with finite element results. The results demonstrate that the system enables stable and accurate monitoring of the spatiotemporal evolution of soil stiffness, delivering an effective testing methodology for investigating the full life-cycle response of pile-soil systems while establishing a technical foundation for the wider implementation of array-based sensing systems in geotechnical model tests.

       

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