Abstract
Most landslides in Three Gorges Reservoir (TGR) area (China) contain coarse-graded soil forming the sliding zone. Conventional laboratory tests with small size samples are not suitable to study the mechanical behavior while large-scale triaxial tests and field tests are often too costly and time-consuming. In the paper, a DEM approach is described for modeling coarse-graded soils. DEM samples are generated based on 2D thin-section of X-ray CT images of intact coarse-graded samples. A series of DEM biaxial compression tests are then conducted to investigate the mechanical behaviors of a coarse-graded sample.
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Acknowledgements
This work was funded by the National Natural Science Foundation of China (No. 41772304) and the project “GEORAMP” within the RISE programme of Horizon 2020 under grant number 645665.
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Wang, S., Wu, W., Xiang, W., Cui, D. (2018). DEM Simulation of Coarse-Grained Soil in Slip Zone. In: Wu, W., Yu, HS. (eds) Proceedings of China-Europe Conference on Geotechnical Engineering. Springer Series in Geomechanics and Geoengineering. Springer, Cham. https://doi.org/10.1007/978-3-319-97112-4_52
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DOI: https://doi.org/10.1007/978-3-319-97112-4_52
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