摘要
对预应力锚杆不同排列形式、排布位置、布置密度对土质边坡支护效果进行研究表明:菱形排列加固效果较好;越靠近潜在剪出口布置支护效果越好;锚杆数量一定时,相对靠下的锚杆密度越大支护效果越好。
The research on the effect of different arrangement form, arrangement position and arrangement density of prestressed anchor on soil slope shows that the diamond arrangement reinforcement effect is better, the nearer the potential shear outlet, the better the support effect, when the number of bolts is fixed, the greater the density of bolts relative to the lower, the better the support effect.
作者
宋治
Song Zhi(Faculty of Engineering, China University of Geosciences (Wuhan), Wuhan 430074, China)
出处
《山西建筑》
2019年第6期42-43,共2页
Shanxi Architecture
关键词
预应力锚杆
排列形式
排布位置
布置密度
prestressed anchor
arrangement form
arrangement position
arrangement density
