Lateral movement of pile group due to excavation

This paper presents a numerical method for analyzing the behavior of pile groups under construction of installing piles and excavating conditions. The numerical modeling and the measured data from construction sites were used for analysis. In the case study, the results of the lateral movement of piles from numerical analyses are in good agreement with the measured data, with differences of around 7.2% and 1.6%.

12p quenchua9 19-11-2020 3 0   Download