摘要
杂填土的成分复杂,结构松散,压缩性高,物理、力学性质不均匀,稳定性较差,如果在堆积之后不采取必要的加固措施,很容易产生地质灾害。该文结合某杂填土地层高边坡防护工程,利用数值模拟手段,采取放缓坡、加强坡脚、防渗处理、绿色防护等措施,结合监控量测信息反馈,提供了一种杂填土高边坡防护方案和思路,解决了杂填土高边坡的防护问题。
Miscellaneous fill has complex composition,loose structure,high compressibility,uneven physical,mechanical properties and poor stability.Without necessary reinforcement measures after the accumulation,it is very possible to bring geologic hazards.Based on a miscellaneous fill high slope protection project,by using numerical simulation method and combining monitoring information feedback,this paper provides a scheme and some ideas in dealing with miscellaneous fill high slope,which provides a tested solution of miscellaneous fill high slope protection,by taking gentle slope,strengthening the toe,anti-seepage treatment,green protection,miscellaneous fill high slope protection,based on the principle of safe,reliable,advanced,mature,economical and environmental protection.
出处
《科教文汇》
2021年第5期83-85,共3页
Journal of Science and Education
关键词
边坡
杂填土
强度折减法
稳定性
slope
miscellaneous fill
strength reduction method
stability
