Ao Dong , Chao-Sheng Tang , Cheng Zhu , Jin-Jian Xu , Chang Sun , Kun Fang , Qing Cheng , Bin Shi
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引用次数: 0
Abstract
Quantitative measurement of geometric parameters of desiccation cracks is essential for evaluating their development status and potential impacts on soil properties. However, current mainstream digital image analysis methods mainly focus on providing 2D morphological parameters of cracks. To address this issue and provide a useful tool for 3D characterization of desiccation cracks, this study explores the potential of using smartphone photogrammetry. Three naturally developed cracks and five artificially excavated cracks of varying sizes were selected for image acquisition and 3D reconstruction using the photogrammetry method. The depth of reconstructed natural crack models were compared with manually measured depth values to assess the accuracy of this method. Furthermore, an evaluation was conducted by comparing reconstructed artificial crack models through photogrammetry with laser-scanned models. The results revealed that when there is good visibility inside the cracks, the photogrammetry method can effectively characterize desiccation cracks. However, the presence of occlusions or relatively small viewing angle may result in incomplete reconstruction and potential underestimation of crack depth. The root mean square error (RMSE) between the photogrammetry models and the laser-scanned models of the five artificial cracks were less than 0.18 mm. The swelling and disintegration behaviors of the crack networks were effectively captured through smartphone photogrammetry during the field application test. The RMSE for the crack depth measurements extracted from the photogrammetry model was determined to be 0.86 cm. This proposed method has advantages such as low cost and high efficiency, making it a promising practical approach for characterizing desiccation cracks at varying scales.
期刊介绍:
The use of computers is firmly established in geotechnical engineering and continues to grow rapidly in both engineering practice and academe. The development of advanced numerical techniques and constitutive modeling, in conjunction with rapid developments in computer hardware, enables problems to be tackled that were unthinkable even a few years ago. Computers and Geotechnics provides an up-to-date reference for engineers and researchers engaged in computer aided analysis and research in geotechnical engineering. The journal is intended for an expeditious dissemination of advanced computer applications across a broad range of geotechnical topics. Contributions on advances in numerical algorithms, computer implementation of new constitutive models and probabilistic methods are especially encouraged.