Analysis of deformation law of an airport foundation pit monitoring in loess area

Shuli Guo, Kongfeng Wei, Weiqiang Wu
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Abstract

This paper takes an airport foundation pit project in northwest loess area as the research object, and introduces the key method technology of support, construction and monitoring of this foundation pit project. The scope of this foundation pit project is widely distributed, there are no buildings in the surrounding area, and there is less restriction on the construction space, so the GRF01 green assembled support method of Slope release with soil nail wall is adopted, which controls the deformation of the foundation pit well and at the same time, plays the role of green environmental protection and reduces the cost. The analysis of the pit monitoring data shows that the pit engineering support design scheme effectively controls the deformation of the pit, and all monitoring data did not reach the alarm value, which ensures the safety of pit excavation and in-pit operation, and achieves the dual goals of economy and environmental protection. It can provide reference for the design and construction of similar large-scale foundation pit excavation and support in loess area.
黄土地区机场基坑监测变形规律分析
本文以西北黄土地区某机场基坑工程为研究对象,介绍了该基坑工程的支护、施工、监测等关键工法技术。该基坑工程范围分布较广,周边无建筑物,施工空间限制较少,因此采用了土钉墙放坡的 GRF01 绿色装配式支护方法,在很好地控制基坑变形的同时,起到了绿色环保和降低造价的作用。基坑监测数据分析表明,基坑工程支护设计方案有效控制了基坑变形,所有监测数据均未达到报警值,确保了基坑开挖和基坑内作业的安全,实现了经济和环保的双重目标。可为黄土地区类似大型基坑开挖与支护的设计与施工提供参考。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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