边坡支护工程抗滑桩桩间土拱效应研究  

Study on Soil Arch Effect between Anti-slide Piles in Slope Supporting Engineering

作　　者：王正龙 陈春银 WANG Zheng-long;CHEN Chun-yin(China Coal Yangtze River Infrastructure Co.,Ltd.,Nanjing 210046,China)

机构地区：[1]中煤长江基础建设有限公司,南京210046

出　　处：《价值工程》2022年第4期59-61,共3页Value Engineering

摘　　要：我国基建工程持续推进,各类边坡工程施工项目逐渐增多,固定化处理边坡成为保证施工安全,优化施工质量的重要举措。工程实施期间,最为有效的抗滑支挡结构是抗滑桩,可凭借其加固性能实现边坡固定。本文基于抗滑桩施工情况,为了对抗滑桩间土拱效应形成系统的认识,分析了抗滑桩间土拱效应的影响因素和解决方法。China's infrastructure projects continue to advance,all kinds of slope engineering construction projects are gradually increasing,the fixed treatment of slope has become an important measure to ensure the safety of construction and optimize the quality of construction.During the implementation of the project,the most effective anti-slide retaining structure is anti-slide pile,which can achieve slope fixation by virtue of its reinforcement performance.Based on the construction of anti-slide piles,this paper analyzes the influencing factors and solutions of soil arch effect between anti-slide piles in order to understand the formation system of soil arch effect between anti-slide piles.

关 键 词：抗滑桩 土拱效应 基建工程 

分 类 号：F416.9[经济管理—产业经济]