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Vision-based Deformation Measurement for Pile-soil Testing

机译:基于视觉的桩土测试变形测量

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Image measurement technology has been widely used in monitoring the deformation of the soil field around the pile with its advantages of no damage, no contact, full-field measurement, no added quality and high sensitivity. But there are few researches on image-based bearing deformation measurement of the pile. Through an indoor pile-soil semi-model test, the rigid body displacement and load-bearing deformation of a new type of prefabricated steel tube pile foundation under horizontal load was measured based on image features. In this study, the concept of optical extensometer is first applied to the measurement of local average strain of a non-uniform deformed structure. Based on an improved feature point tracking algorithm SURF-BRISK, non-contact measurement of tiny strain of pile body is realized. In addition, based on DIC technology, this study also obtained the progressive development of displacement field of soil around pile. The above work fully reflects the non-contact convenience and full-field richness of the optical measurement method compared with the traditional measurement method.
机译:图像测量技术以其无损伤,无接触,全场测量,无附加质量和高灵敏度的优点,被广泛用于监测桩周围土场的变形。但是,基于图像的桩基承载变形测量的研究很少。通过室内桩土半模型试验,根据图像特征,测量了新型预制钢管桩基础在水平荷载下的刚度位移和承载变形。在这项研究中,光学引伸计的概念首先被用于测量非均匀变形结构的局部平均应变。基于改进的特征点跟踪算法SURF-BRISK,实现了桩体微小应变的非接触式测量。此外,基于DIC技术,本研究还获得了桩周围土体位移场的逐步发展。与传统的测量方法相比,以上工作充分体现了光学测量方法的非接触便利性和全场丰富性。

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