南昌工学院本科生毕业设计(论文)AbstractBased on the previous studies and the slope engineering of a Sichuan highway,this paperanalyzes the stress characteristics of the anti-slide piles by theoretical calculation and on-sitemonitoring,and verifies the rationality of the circular anti-slide piles.Meanwhile,Combinedwith the large numerical analysis software FLAC3D,the modeling and analysis of largediameter circular anti-slide pile at different pile spacing,pile diameter and anchorage depthwere conducted.The optimal design parameters of large-diameter circular anti-slide pile wereanalyzed and studied.Shape anti-slide piles in the slope of the project managementapplications provide engineering experience,but also for the follow-up design to provide areference.The main research results are:The on-site monitoring technology is used to monitor and analyze the slope andlarge-diameter circular anti-slide piles.Based on the deformation and stress distribution of thepile body,the stress conditions of the pile are analyzed,and the on-site monitoring values arecompared with the calculated values At the same time,it also analyzes the differences causedby them and provides references for the follow-up engineering application and pile bodydesign parameters optimization.Key words Manual hole digging pile;mechanical hole piles;large diameter circularanti-slide pile;total station on-site monitoring
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