摘要
为预防粤西山区云母片岩高边坡滑坡稳定性差的问题,采用赤平投影图分析法、滑动面分析法、简化BISHOP及不平衡推力法综合手段并结合工程类比,对此类岩质高边坡进行稳定性分析,优化常规设计方案,提出了针对性的边坡加固处治措施。
In order to prevent poor landslide stability problem of mica schist highslope in western Guangdong mountainous area,the paper adopts means of the erecting projection analysis method,sliding surface analysis method,simplified BISHOP and unbalanced thrust method,combined with the engineering analogy,analyses the comprehensive stability of this kind of high rock slope,puts forwardthe optimizedconventional design schemeand the targeted slope reinforcement and treatment measure.
作者
刘华朋
LIU Huapeng(Road and Bridge Engineering Co.LTD.,China Railway 16th Bureau Group,Beijing 101500,China)
出处
《天津建设科技》
2023年第1期66-69,共4页
Tianjin Construction Science and Technology
关键词
粤西山区
云母片岩
高边坡
加固
mountainous area of western Guangdong
mica schist
high slope
reinforcement
