摘要
边坡支护技术是工程界一直关注的重要课题。基于有限元方法,以福建某高边坡为对象,通过边坡工程实测变形数据,研究了压力分散型锚索对边坡稳定性及边坡变形等方面的影响。结果表明,数值模拟的计算结果与边坡工程实测结果较为吻合。
Slope retaining technology is a subject focused on by engineering circle all the time. The paper, taking a high slope in Fujian as the object, studied on the basis of measured deformation data the effect of compression dispersion-type prestressed anchor cable on the slope stabilihy and its deformation by finite element method. The study shows that the result caculated by numerical simulation agrees with the result measured in the field.
出处
《路基工程》
2016年第4期152-156,180,共6页
Subgrade Engineering
基金
福建省自然科学基金(2015J01164)
国土资源部丘陵山地地质灾害防治重点实验室开放基金(FJKLGP2012K001)
关键词
压力分散型锚索
变形分析
数值模拟
高边坡
有限元法
compression dispersion-type anchor
deformation analysis
numerical simulation
high slope
finite element method
