摘要
在填土高边坡区,特别是深厚填土地质条件下,单一形式的支挡设计往往不能起到收坡固脚的作用,需要考虑支挡组合设计。文章以实际工程案例为例,结合项目施工区域特殊地质条件,重点阐明了深层填土下高边坡组合支挡结构设计,可以有效解决高边坡收坡及深厚填土区安全性问题,减少征地,发挥支挡作用,为相关工作人员提供参考。
In high slope areas with filled soil,especially in deep geological conditions,a single form of support design often cannot play a role in slope stabilization and requires consideration of support combination design.The article takes practical engineering cases as an example,combined with the special geological conditions of the project construction area,and focuses on elucidating the design of composite support structures for high slopes under deep fill soil.This can effectively solve the safety problems of high slope collection and deep fill soil areas,reduce land acquisition,and play a supporting role,providing reference for relevant personnel.
作者
张健
ZHANG Jian(China Railway Siyuan Survey and Design Group Co.,Ltd.,Kunming 650200,Yunnan,China)
出处
《工程技术研究》
2024年第3期194-196,共3页
Engineering and Technological Research
关键词
深层填土
高边坡
组合支挡结构
deep fill soil
high slope
combination support structure
