边坡工程支护设计研究  

Research on Retaining Structure Design of Slope Engineering

作　　者：余顺 李兵 王新波 郭宏云 孙崇华 刘超 Yu Shun;Li Bing;Wang Xinbo;Guo Hongyun;Sun Chonghua;Liu Chao(Beijing Institute of Special Engineering Design,Beijing,China)

机构地区：[1]北京特种工程设计研究院,北京

出　　处：《科学技术创新》2025年第7期100-103,共4页Scientific and Technological Innovation

摘　　要：本文以某山区建筑边坡支护工程为例,对边坡的稳定性及支护设计进行深入研究。该工程主要为挖方边坡,本文分别对边坡开挖前后进行了稳定性分析,从而判断是否需要支护。考虑地质条件、地层岩性等,拟采用两种支护方案,分别进行了稳定性计算,综合考虑施工、经济等原因,确定了支护方案。同时针对具体的设计参数以及计算模型,通过控制变量,最终选择了较为保守的设计参数及计算模型,由此最终完成了边坡支护设计,为后期类似工程提供借鉴和参考。The article conducts a comprehensive study on the stability and retaining structure design of a slope protection project in a mountainous area.The project primarily involves excavation slopes,In this article,the stability of the slope before and after excavation is analyzed to determine whether retaining structure is needed.Considering geological conditions,lithology,etc.,two retaining structures are proposed and their stability is calculated.Taking into account construction and economic factors,an optimal retaining structure scheme is determined.Meanwhile,specific design parameters and calculation models are selected by controlling variables,ultimately opting for conservative design parameters and calculation models.Consequently,the retaining structure design of slope engineering is finalized to provide valuable insights for future similar projects.

关 键 词：边坡工程 边坡稳定性分析 挡土墙 锚杆框架梁 

分 类 号：TU457[建筑科学—岩土工程]