The mathematical model of the slope increase was established and the soil erosion caused by the extending in steep slant surface was calculated through analysing the increase of potential loss by project construction and digging stone material. The results show that the surface of steep slant is ex tended and the erosion is increased with project const ruction ex tending .
Effects of dry-wet cycles on erosion resistance characteristics of gully sidewalls
Source analysis and health risk assessment of heavy metal pollution in groundwater in eastern Henan Province
Mechanical characteristics of root system of dominant herbaceous plants and shear strength of root-soil composites in Jialangpute landslide area of Yili valley
Vegetation cover change and its water-sediment effects in Qinjiang River basin
Effects of post-snowmelt intermittent rainfall on water infiltration on loess slopes of Ili Region