摘要
文章利用边坡稳定分析的应力状态新方法中的一系列公式,与泰勒稳定系数法以及Fellenius条分法,在极限状态和稳定状态计算与新方法的比较,并说明了系列公式的实用性。
A series of solutions including the analytic solution of the factor of safety,the limit height and angle algorithms can be derived from the new method of the slope stability by soil stress state.The uniformities between the classical ones and our solutions respectively in limit and stable slopes were showed in this paper.
出处
《安徽水利水电职业技术学院学报》
2011年第2期14-15,共2页
Journal of Anhui Technical College of Water Resources and Hydroelectric Power
基金
安徽省自然科学基金项目(编号:090414168)
关键词
极限值
安全系数
应力系数
一致性
limit value
factor of safety
stress state parameter
uniformity
