Abstract
Through field work and data, the typical profile and internal structure of loess landslide in the south bank of Jing river are analyzed. Through the physical model experiment, the deformation and failure process of terrace formation can be drawn, and a similar terrace model is analyzed under different conditions. This reflects the internal structure of the movement process when the loess landslide movement push terraces, and analysis the influence of the main factors affecting this process.
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