水泥土重力式挡土墙支护技术在天津滨海地区海相淤泥质软土地基中的应用

Application of Cement-soil Gravity Retaining Wall Support in Marine Silt Soft Soil Ground of Tianjin Binhai Area

在天津滨海地区海相淤泥质软土地质条件下,深基坑采用水泥土重力式挡土墙支护技术进行施工有相当的难度和技术风险,通过信息化施工,根据工程施工过程中反馈的信息情况及时采取相应的技术措施,保证了深基坑施工的安全。

There are considerable difficulties and technical risk to construct deep foundation pit using cement-soil gravity retaining wall in marine silt soft soil ground of Tianjin Binhai Area.Information construction is used in this project.According to the feedback information during construction,engineers use corresponding technical measures to ensure the safety of deep foundation pit.