首页> 外文期刊>Fresenius environmental bulletin >APPLICATION OF RIGID LARGE-DIAMETER CEMENT-SOIL MIXING PILE SUPPORTTECHNOLOGY IN A DEEP FOUNDATION PIT PROJECT
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APPLICATION OF RIGID LARGE-DIAMETER CEMENT-SOIL MIXING PILE SUPPORTTECHNOLOGY IN A DEEP FOUNDATION PIT PROJECT

机译:刚性大直径水泥土混合桩施工在深基坑项目中的应用

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With the construction of a large amount of infrastructure in China,the support of deep foundation pit projects has become the main factor restricting the cost and construction period of the project.This paper takes a foundation pit project in the eastern region as the research object.Based on a detailed geological survey,this study adopts rigid large-diameter cement-soil mixing pile support technology to complete the engineering design and construction,and obtain the level of the foundation pit top,the vertical displacement,and the settlement of adjacent buildings through on-site foundation pit monitoring,and finally analyze the monitoring results to grasp the overall stability and safety status of the foundation pit.Research shows that when the excavation of the foundation pit reaches the design elevation,the newly excavated area still has some displacement temporarily,and the deformation of the remaining area is not large.The north side of the foundation pit is close to the adjacent road.The pit bottom should be hardened as soon as possible after the excavation of the foundation pit to reduce the impact of foundation pit construction on adjacent roads.The horizontal displacement and settlement of each position of the foundation pit are within the design alarm value and design control value,and the foundation pit is relatively stable.The research results verify the rationality of the support technology and the scienti-ficity of the construction method,and provide effective reference data for the support of similar deep foundation pit projects.
机译:随着中国大量基础设施的建设,深基坑项目的支持已成为限制项目成本和建设期的主要因素。本文将东部地区占地面积为研究对象。基于详细的地质调查,本研究采用刚性大直径水泥 - 土壤混合桩支撑技术来完成工程设计和施工,并获得基础坑顶部,垂直位移和相邻建筑物的沉降水平现场基础坑监测,最后分析了监控结果,掌握了基础坑的整体稳定性和安全地位。研究表明,当基坑的挖掘到达设计海拔时,新挖掘的区域仍然暂时有一些位移,剩余区域的变形并不大。基坑的北侧靠近相邻的道路。坑底应尽快在坑基坑挖掘后尽快加强,以减少基坑施工对邻近道路的影响。基坑每个位置的水平位移和沉降在设计报警值内和设计控制值,基础坑相对稳定。研究结果验证了支持技术的合理性和施工方法的科学学术,为类似深基坑项目的支持提供了有效的参考数据。

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