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首页> 外文期刊>Acta Geotechnica: An International journal for Geoengineering >A photogrammetry-based method to measure total and local volume changes of unsaturated soils during triaxial testing
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A photogrammetry-based method to measure total and local volume changes of unsaturated soils during triaxial testing

机译:基于摄影测量法的三轴测试过程中非饱和土壤总体积和局部体积变化的测量

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摘要

Triaxial tests have been widely used to evaluate soil behaviors. In the past few decades, several methods have been developed to measure the volume changes of unsaturated soil specimens during triaxial tests. Literature review indicates that until now it remains a major challenge for researchers to measure the volume changes of unsaturated soil specimens during triaxial testing. This paper presents a non-contact method to measure the total and local volume changes of unsaturated soil specimens using a conventional triaxial test apparatus for saturated soils. The method is simple and cost-effective, requiring only a commercially available digital camera to take images of an unsaturated soil specimen during triaxial testing from which accurate 3D model of the soil specimen is reconstructed. In this proposed method, the photogrammetric technique is utilized to determine the orientations of the camera where the images are taken and the shape and location of the acrylic cell, multiple optical ray tracings are employed to correct the refraction at the air-acrylic cell and acrylic cell-water interfaces, and a least-square optimization technique is applied to estimate the coordinates of any point on the specimen surface. The paper first discusses the theoretical aspects of the proposed method. An image analysis on a caliper was then used to evaluate the accuracy of photogrammetric analysis in the air. A series of isotropic compression tests on a stainless steel cylinder were used to demonstrate the procedure and evaluate the accuracy of the proposed method, while triaxial shearing tests on a saturated sand specimen were used to exam the capacity of the proposed method for measuring the total and localized volume changes during triaxial testing. Results obtained from the validation tests indicate that the accuracy for the photogrammetry in the air is about 10 mu m. The average accuracy for single point measurements in the triaxial tests ranges from 0.056 to 0.076 mm with standard deviations varying from 0.033 to 0.061 mm. The accuracy for total volume measurements is better than 0.25 %.
机译:三轴试验已被广泛用于评估土壤行为。在过去的几十年中,已经开发了几种方法来测量三轴试验过程中非饱和土样品的体积变化。文献综述表明,到目前为止,对于研究人员在三轴测试过程中测量非饱和土样品的体积变化仍然是一个重大挑战。本文提出了一种非接触方法,该方法使用常规的三轴饱和土壤测试仪来测量非饱和土壤样品的总体积和局部体积变化。该方法简单且具有成本效益,仅需市售的数码相机即可在三轴测试过程中拍摄不饱和土壤样品的图像,从中重建准确的土壤样品3D模型。在此提议的方法中,利用摄影测量技术确定拍摄图像的相机的方向以及丙烯酸电池的形状和位置,采用多次光线跟踪来校正空气丙烯酸电池和丙烯酸电池上的折射细胞-水界面,并应用最小二乘优化技术来估计样本表面上任何点的坐标。本文首先讨论了该方法的理论方面。然后使用卡尺上的图像分析来评估空中摄影测量分析的准确性。使用一系列在不锈钢圆筒上进行的各向同性压缩试验来说明该方法并评估了该方法的准确性,同时使用了在饱和砂土试样上进行的三轴剪切试验来检验该方法用于测量总压强和总压强的能力。三轴测试期间局部体积变化。从验证测试获得的结果表明,空气中的摄影测量精度约为10微米。三轴测试中单点测量的平均精度范围为0.056至0.076 mm,标准偏差为0.033至0.061 mm。总体积测量的精度优于0.25%。

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