中文摘要：

利用MSC Marc软件建立锚固边坡的整体模型，考察岩体的流变特性和锚杆的弹性模量对锚固边坡的影响，全面分析在不同流变系数的岩体和不同弹性模量锚杆的情况下边坡的变形、岩体的流变以及锚杆的应力松弛情况，为进一步改善锚固边坡的设计提供数值分析参考.

英文摘要：

The integrated model is established by MSC Marc. The effects of rock rheology and Young＇ s modulus to the anchorage is explored. The deformation of slope, rheology of rock, and stress relaxation of anchor bar are studied under the rock with different coefficients of rheology and anchor bar with different Young＇ s modulus. And the numerical analysis can provide reference for the design of anchored slopes.