深层填土高边坡组合支挡结构设计
Design of Combined Support Structures for High Slopes with Deep Fills
张健1
作者信息
- 1. 中铁四院集团西南勘察设计有限公司,云南 昆明 650200
- 折叠
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.
Abstract
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.
关键词
深层填土/高边坡/组合支挡结构Key words
deep fill soil/high slope/combination support structure引用本文复制引用
出版年
2024
NETL
NSTL
维普
万方数据