摘要
Abstract
Mountainous and hilly areas often form ultra-high fill slopes in engineering construction because of their large topographic relief.Such slopes have large height,complex deformation and failure mechanism,and are greatly affected by construction quality,so it is difficult to control them.Taking the Slope filling on the east side of the sports field of Panjiang Technical School as an example,the stability of the slope filling on the proposed site was evaluated through the Slope/w module of GeoStudio software.According to the analysis and calculation of typi-cal profile stability,the slope filling in the proposed site is most likely to produce sliding deformation and failure in the unsupported stage after leveling the field,and the sliding surface is possible at the top to the slope surface and the foot of the slope top,and the possibility of slope sliding along the topographic line is small,which is basically consistent with the qualitative analysis.关键词
填方边坡/稳定性/边坡防护Key words
Fill slope/Stability/Slope protection分类
土木建筑
