摘要
以新型节理本构模型及在此之上提出的边坡稳定系数计算方法为基础,对滑坡的变形特征进行了分析,参考现有的计算模型,提出了改进的边坡稳定计算方法,并给出了稳定系数计算公式及意义,总结了该方法相比传统计算方法的优点。
With a new type of joint constitutive model and on top of this slope stability coefficient calculation method is put forward,on the basis of analyses the deformation characteristics of the landslide,the reference of the existing calculation model,presents a calculation method of the slope stability,stability coefficient calculation formula is given and the significance,and analyzes the advantages of this method is compared with the traditional calculation method.
出处
《山西建筑》
2015年第30期57-59,共3页
Shanxi Architecture
关键词
临界条块
本构模型
稳定系数
现状剪应力
critical market
constitutive model
stability coefficient
status quo of the shear stress
