Numerical Simulation Analysis of Stress Deformation and Anchoring Support Effect of Foundation Pit Slope for One Bridge on Gaofeng Bank of Yangtze River
Numerical Simulation Analysis of Stress Deformation and Anchoring Support Effect of Foundation Pit Slope for One Bridge on Gaofeng Bank of Yangtze River
Based on the engineering geological data and the anchoring support scheme for a foundation pit,a three-dimensional geological generalization model was constructed with ANSYS software for the foundation pit of one bridge over the Yangtze River.This model was then imported into FLAC3D to simulate and analyze the stress,deformation and plastic zone evolution characteristics of the foundation pit during the process of excavation and anchoring support.The results show that during the excavation of the foundation pit,the rock mass is generally subjected to well-distributed compression,with less concentrated stress.After excavation,the foundation pit generally appears to have an upward rebound deformation,with the displacement of bottom plate maximally reaching 14.7 mm.It is shown that the counter-trend slope on the north side has the maximum deformation up to 8.65 mm.The volume of the plastic zone continues to increase,and then decreases during the excavation of the last step.After the excavation is completed,a large number of plastic zones appear in the rock mass on the north side of the foundation pit.Compared to the support scheme with only anchor rods,the support with anchor rods together with anchor cables can make the deformation of the rock mass of slope on the north side reduced by 16.6％on average,as well as the volume of plastic zone reduced by about 8 600 m3 and the distribution depth reduced from 15 m to 5 m after excavation is completed.It is concluded that the support scheme with both anchor bolts and anchor cables can not only effectively suppress the deformation of the slope on the north side,but also effectively reduce the distribution depth of plastic zone in the rock mass and improve the stability of rock mass,presenting better support effect for the foundation pit slope.
关键词
锚碇基坑/反倾向边坡/应力/变形/基坑支护/数值模拟/锚杆支护/锚索支护
Key words
foundation with anchoring support/counter-trend slope/stress/deformation/foundation pit support/numerical simulation/anchor rod support/anchor cable support
维普
万方数据