Use of Image Processing Techniques to Investigate the Behaviour of Driven Piles

G. Sreelakshmi, M. Asha
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Abstract

Steel driven piles having either open-ended and closed ends have been used widely in onshore and offshore pile foundations. But the behaviour of open-ended piles is complicated than closed-end piles due to the formation of soil clogging phenomenon. The current work examines the effect of pile dimensions and its related clogging behaviour through image analysis. Solid and hollow half-section aluminium piles of different elastic modulus and dissimilar cross-sectional areas are used for the study. A scaling factor of 10 has been used for modelling the pile. The modelled piles are subjected to Standard Penetration Test (SPT) which simulates the application of impact loads in crushed stones (4.75-2.36 mm) of various soil densities. The experimental progression is grabbed through the digital single-lens reflex camera and sequential pictures captured during the test are analyzed through open-source software GeoPIV which is based on Digital Image Correlation technique (DIC). The GeoPIV software helps in measuring deformation behaviour and strain path over a Region of Interest (ROI). The examination of DIC test results revealed that for hollow piles there is a surge in volumetric shear strain contours about pile shaft region. This could be due to the soil plug formation at the tip of hollow pile irrespective of infill density. For solid piles, strain concentrations are observed closer to pile head due to its greater flexural rigidity than hollow piles.
利用图像处理技术研究打桩桩的行为
端部为开放端部和端部为封闭端部的钢桩在陆上和海上桩基中得到了广泛的应用。但由于土堵塞现象的形成,开放式桩的受力性能比封闭式桩复杂。目前的工作通过图像分析检查桩尺寸及其相关堵塞行为的影响。采用不同弹性模量、不同截面积的实心半截面铝桩和空心半截面铝桩进行研究。采用10的比例系数对桩进行建模。模拟桩进行标准贯入试验(SPT),模拟在不同土壤密度的碎石(4.75-2.36 mm)中施加冲击载荷。通过数字单反相机捕捉实验过程,并通过基于数字图像相关技术(DIC)的开源软件GeoPIV对实验过程中捕获的序列图像进行分析。GeoPIV软件有助于测量感兴趣区域(ROI)上的变形行为和应变路径。对DIC试验结果的检验表明,对于空心桩,桩身区域的体剪应变轮廓出现了激增。这可能是由于在空心桩的尖端土塞的形成与填充密度无关。对于实心桩,由于其比空心桩具有更大的抗弯刚度,因此在靠近桩顶的地方观察到应变集中。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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