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前湾新区兴慈四路软土路基边坡滑移应急处置

The Emergency Treatment for Sliding Slope of Soft Soil Subgrade of Urban Trunk Road of Xingci Fourth Road in Qianwan New Area
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摘要 文章介绍了兴慈四路工程红线范围内软土地基情况,通过分析研究提出针对深厚软土地基处理方案及其精细化施工管理,并形成区域范围内深厚软土地基处理成套施工工艺。采用该方案指导前湾新区兴慈四路市政道路及周边在建市政道路的路基加固处理,通过软土地基物理特性进行加固处理,验算表明处理措施行之有效。该技术方法可推广应用于周边新建道路软土地基处理,较好地解决了一直困扰前湾地区建设的软基沉降和稳定性问题。 This paper introduces the situation of soft soil foundation within the red line of Xingci Fourth Road Project,puts forward the treatment scheme for deep soft soil foundation and its fine construction management through analysis and research,and forms a complete set of construction technology for deep soft soil foundation treatment within the region.The scheme is adopted to guide the subgrade reinforcement of the municipal road of Xingci Fourth Road in Qianwan New Area and the surrounding municipal roads under construction,and the reinforcement treatment is checked according to the physical characteristics of the soft soil foundation,which shows that the treatment measures are effective.This technical method can be applied to the treatment of soft soil foundation of the surrounding new roads,and has better solved the problem of soft foundation settlement and stability that has been puzzling the construction of Qianwan area.
作者 张凯伟 李丹丹 张坤朋 Zhang Kaiwei;Li Dandan;Zhang Kunpeng
出处 《城市建筑》 2024年第6期221-223,共3页 Urbanism and Architecture
关键词 软土路基 地下连续墙 滑动稳定性 路基沉降 soft soil subgrade diaphragm wall sliding stability subgrade settlement
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