Numerical Simulation of the Influence of Cutting Slope Rate on the Stability of Highway Slope in Loess Area

被引:1
|
作者
Song, Pei Yuan [1 ]
Mao, Yan Long [1 ]
Huang, Heng Xing [2 ]
机构
[1] Changan Univ, Geol Engn & Surveying Inst, Xian 710054, Shaanxi, Peoples R China
[2] China Railway Wuhan Survey & Design & Inst Co Ltd, Wuhan 430000, Hubei, Peoples R China
关键词
D O I
10.1088/1755-1315/446/5/052023
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
The highway project in the loess area of northern Shaanxi is to balance the earthwork and save costs, and a large number of excavation slopes are set. In the loess area, the soil is soft. If there is a structural surface, it is easy to cause damage to the airspace, causing huge losses to highway construction and transportation on the heavy rain and other working conditions, especially the roadside slope. Taking the high loess slope of a section of Zhidan-Nanliang Red Tourism Highway as an example, the indoor parameters are used to determine the appropriate parameters. The Midas-GTS NX strength reduction method is used to analyze the slope stability under different slope cutting rates.
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页数:9
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