摘要
文中以明溪胡坊至三元岩前高速公路项目为例,对高填方路堤稳定性、应力应变特性进行计算分析,总结边坡稳定性影响因素及边坡变形特征、天然陡坡上填土导致应力集中边坡失稳、滑坡的特性,并提出相应的处置措施。
Taking Mingxi Hufang to Sanyuanqian Expressway project as an example,the paper calculates and analyzes the stability and stress-strain characteristics of high fill embankment,summarizes the factors affecting slope stability and slope deformationc haracteristics,and the characteristics of slope instability and landslide caused by soil filling on natural steep slope,and puts forward the corresponding treatment measures.
作者
卢江贤
Lu Jiangxian(Fujian Transportation Planning and Design Institute Co.Ltd.,Xiamen,Fujian 361000)
出处
《江西建材》
2023年第11期130-132,共3页
Jiangxi Building Materials
关键词
山区陡坡
应力集中
高填斜陡路基
Mountainous steep slope
Stress concentration
High fill slope steep subgrade
作者简介
卢江贤(1988-),男,福建漳州人,本科,工程师,主要研究方向为道路工程设计。
