摘要
在格构式锚杆挡墙体系中,格构梁的跨度应综合考虑格构梁自身设计的影响、群锚效应的影响及岩土体挤压效应的影响,来确定跨度的最优值,在保证安全质量的前提下最大程度的节约工程成本。
In the lattice anchor retaining wall system,the span of the lattice beam should comprehensively consider the influence of the lattice beam’s own design,the influence of the group anchor effect and the influence of rock-soil squeezing effect to determine the optimal value of the span,so as to save engineering cost to the greatest extent under the premise of ensuring safety and quality.
作者
俞美华
宁万辉
Yu Meihua;Ning Wanhui(Hubei Dihuan Geotechnical Engineering Co.,Ltd.,Jingzhou 434000,China;Jingmen Bridge Section of Wuhan Railway Administration,Yichang 443000,China)
出处
《山西建筑》
2021年第17期68-69,共2页
Shanxi Architecture
关键词
格构式锚杆挡墙
群锚效应
岩土体挤压效应
lattice anchor retaining wall
group anchor effect
rock-soil squeezing effect