摘要
文中采用ABAQUS数值软件模拟压力型锚杆支护滑坡的模型,分析了在地震作用下压力型锚杆的应变响应特性。结果表明:在垂直方向,同列不同排锚杆的应变响应差异较大,底排和顶排锚杆应变较边坡中部的锚杆应变响应明显。
Simulating the model of pressure-type anchors supporting landslide by ABAQUS,and the strain response of pressure-type anchors under earthquake are analyzed. The results show that： the strain response has difference when the anchors are located in different height,especially the response of anchors which are at the top and bottom is more obvious.
作者
张妙芝
王小鹏
李青青
Zhang Miaozhi;Wang Xaiopeng;Li Qingqing(Shaanxi Railway Institute,Weinan,Shaanxi 714000;Baoji surveying and mapping institute,Baoji,Shaanxi 721000)
出处
《江西建材》
2018年第11期21-22,共2页
Jiangxi Building Materials
基金
陕西铁路工程职业技术学院科研基金项目(Ky2017-051)
