Abstract:Loess collapse-type lateral pressure may have a landslide-promoting effect in loess slope areas. However, research on the magnitude and characteristics of collapse-type lateral pressure and its impact on slope stability remains blank. A study on the variability of loess collapse-type lateral pressure in the Heifangtai area and its sliding mechanism has been analyzed. Collapse tests and numerical simulations by FLAC3D of loess were conducted according to local safety field theory. The results indicate that Heif… Show more
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