Study on the application of a landslide control project in western Hunan
CHEN Dong-dong;ZHANG Shao-he;School of Geosciences and Info-physics , Central South University;Key Laboratory of Metallogenic Prediction of Nonferrous Metals and Geological Environment Monitoring(Central South University ) , Ministry of Education;
A sliding surface of a landslide in Xiangxi tends to penetrate. Using the broken line sliding failure mode,the limit equilibrium method is used to calculate the landslide thrust of the pile position. The anti-slide pile with prestressed cable is used as the main support structure, which can effectively control the displacement of the pile top to 14 mm. Crack landfills, ingintercepting drainage channels and monitoring engineering as auxiliary treatment measures,which can further improve the stability of the landslide, monitor the deformation of the landslide, ensure the safety of construction and the safety of life and property of the residents in the lower part of the slope.
【CateGory Index】： P642.22