Stability Evaluation of a New Grid Type Underground Continuous Wall Based on ABAQUS
For projects that require the use of grid type underground continuous wall enclosure,designing a new type of grid type underground continuous wall that can save costs and evaluating its stability is of great significance.This article takes a certain dock project in Guangzhou as the background and combines engineering design data,drilling,and geophysical exploration data to design a new type of grid type underground continuous wall.Using ABAQUS finite element software,a new type of grid type underground continuous wall model is established to simulate the excavation process of the foundation pit.Finite element calculations are conducted and the results are analyzed.The stability of this new type of grid type underground continuous wall is evaluated against on-site measured data.The research results indicate that the maximum lateral displacement calculated by the finite element method for this new type of lattice type underground continuous wall is 20 mm,and the measured data is 14 mm,which meets the stability requirements and achieves the goal of cost savings;The maximum lateral displacement of the new grid type underground continuous wall occurs at the intersection of the bottom of the foundation pit and the"one type"position of the new grid type underground continuous wall;Using ABAQUS simulation can effectively evaluate the stability of the new grid type underground continuous wall.
new grid type underground continuous wallABAQUSstability assessmentnumerical simulation calculation
万方数据
维普
