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以某工程场地面积狭小、周围既有建筑物较多的深基坑开挖为例进行分析,得到在基坑开挖时可使用地下连续墙确保边坡稳定性,并提出相应的施工质量控制措施,以确保地下连续墙的施工质量及周围既有建筑的安全。
Taking the excavation of a deep foundation pit with a small site area and a large number of surrounding buildings as an example, the stability of the slope can be ensured by using the diaphragm wall during the foundation pit excavation, and the corresponding construction quality control Measures to ensure the quality of the diaphragm wall construction and the surrounding existing buildings.