Statistical Analysis of Excavation Model of the Loess Landslide Developmental Characteristics

Abstract:

In recent years, with the increasing of excavation activity, caused the landslide more and more increasing, the landslide occurred gradually aroused public concern. For typical loess landslides caused by excavation, respectively from the distribution features of the landslide, landslide characteristics after wall, slope high on the impact of landslides and landslides trailing edge fracture characteristics were analyzed. Statistics show that the engineering loess landslides in the distribution respectively are selectivity of landform, strata of selectivity and zonal distribution. The excavation methods are rapid excavation and “eating” excavation. Landslide back wall angle is between 60-80°. The height of the scarp is between 3-20m, controlled by the thickness of the Malan loess. The slope high is more than 60m, with the increase of height. The risk of slide is higher. Trailing edge crack development is “wild goose feather” type and “bilateral ears” type. It provides conditions for trailing edge of evolution.

• Periodical: Applied Mechanics and Materials (Volumes 744-746)
• Pages: 601-605
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.744-746.601
• Online since: March 2015
• Authors: Dong Qi Tang*, Jiang Bing Peng
• Keywords: Back Wall Characteristics, Distribution Characteristics, Engineering Excavation, Loess Landslide, Slope High, Trailing Edge Crack

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