路基工程Issue(4)：52-56,5.DOI:10.13379/j.issn.1003-8825.2017.04.11
斜坡地基上高填方边坡的变形及稳定性研究
Study on Deformation and Stability of High Slope Filled on Slope Foundation
摘要
Abstract
Based on the 80 m airport high slope filled on the slope foundation,the numerical simulation for the deformation and stability of the high slope is carried out by one-off filling and layered filling and compared with the site monitored data.The results show that the deformation size and form are differed greatly.The maximum settlement and maximum horizontal displacement for layered filling are 1.8 m and 0.7 m respectively;the maximum settlement and maximum horizontal displacement for one-off filling are 3.2 m and 0.8 m respectively.It is suggested that the deformation of the high slope filled on the slope foundation is used by layered filling and the stability is adopted by one-off filling or layered filling.关键词
斜坡地基/机场/边坡/变形/稳定/监测Key words
slope foundation/airport/slope/deformation/stability/monitoring分类
交通工程引用本文复制引用
陈金明,李哲,韩映,吴刚..斜坡地基上高填方边坡的变形及稳定性研究[J].路基工程,2017,(4):52-56,5.
