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本文就高层建筑深基坑开挖边坡设计、施工、监测等进行了分析,提出了新的挡土防渗新方法——定向劈裂式帷幕注浆挡土防渗工艺,并对基坑边坡加固失稳的原因及处理措施进行了分析论证.
This paper analyzes the design, construction and monitoring of the excavation slope of deep foundation pits in high-rise buildings, and proposes a new method for retaining and seepage of retaining walls. The reasons for the instability of slope reinforcement and the treatment measures were analyzed and demonstrated.