摘要
结合奉云高速公路B4合同的超高填方和拦渣坝变形监测计算,对监测的内容及方法作了介绍,研究了V形冲沟超高填方+拦渣坝路基的沉降规律,并预测了超高填方的最终沉降量。
Combining with the deformation monitoring calculation of the superhigh fill and debris retaining dam in B4 contract along Fengjie-Yun- yang Expressway, the paper introduces the content and methods for the monitoring, researches the settlement law for the V-shaped gulch super- high fill + debris retaining dam roadbed, and predicts the ultimate settlement volume of the superhigh fill.
出处
《山西建筑》
2015年第15期212-214,共3页
Shanxi Architecture
关键词
超高填方
拦渣坝
变形
监测
superhigh fitl, debris retaining dam, deformation, monitoring