摘要
从横观各向同性理论出发,通过单轴压缩试验,对边坡岩石的各向异性参数进行了测定,并用数值模拟了边坡各向异性对预应力锚索抗滑桩受力的影响,为各向异性岩石边坡的桩锚支护研究提供了一些有价值的参考信息。
It determines the aeolotropism parameters of side slope rock through isotropy theory and single axle compression test, and does numerical simulation on the influence of prestressed anchor wire anti-side pile stresseondition generating by side slope aeolotropism, which will supply some valued reference information to the pile anchor supporting research on the aeolotropism side slope of rock.
出处
《山西建筑》
2007年第2期119-120,共2页
Shanxi Architecture
关键词
边坡
各向异性
预应力锚索抗滑桩
side slope, aeolotropism, prestressed anchor wire anti-side pile
