期刊文献+
共找到1篇文章
< 1 >
每页显示 20 50 100
Optimum Design of Highway Excavation Slope Angle: Evidence from Dawu Section of Jingzhu Highway
1
作者 Hu XinliEngineering Faculty, China University of Geosciences, Wuhan 430074 Construction Engineering Faculty, Jilin University, Changchun 130026Tang HuimingEngineering Faculty, China University of Geosciences, Wuhan 430074 《Journal of China University of Geosciences》 SCIE CSCD 2001年第3期258-260,共3页
The optimum design of the highway excavation slope angle is one of the most important problems to the highway construction and to the slope improvement. The Dawu Section of Jingzhu (Beijing Zhuhai) Highway is taken a... The optimum design of the highway excavation slope angle is one of the most important problems to the highway construction and to the slope improvement. The Dawu Section of Jingzhu (Beijing Zhuhai) Highway is taken as an example to illustrate the study method for excavation slope angle design. The analysis of the engineering condition from different angles with different factors shows that the stability of the slope is calculated by using residual pushing force and the Sarma method. Then the sensitive analysis of the slope stability is conducted by using residual pushing force method. Finally, the optimum angle of design is presented on the precondition of ensuring the whole stability of slope and the economic reasonability. The study results show that the most sensitive factors are the shear strength parameter and the seismic force, and that the optimum excavation slope angle is 60°. 展开更多
关键词 the most dangerous sliding plane stability evaluation sensitive analysis optimum design angle of slope.
下载PDF
上一页 1 下一页 到第
使用帮助 返回顶部