In cold region embankment engineering,a thorough analysis and understanding of seepage phenomena is necessary to effectively manage and control the safety of embankment engineering.The study is based on Geo-studio software to conduct simulated seepage experiments on a embankment project in a cold region,and combines finite difference method to simulate and analyze the influence of seepage.The experiment shows that during the ice flood season,the highest flow velocity of the spring flood water level is about 1.94m/d,and the infiltration velocity increases from 0.39m/d to 8.95m/d,with small gradient changes.The characteristic water level infiltration velocity and gradient during non ice flood season are almost below 2.Whether it is in the ice flood season has little effect on the gradient,but has a significant impact on the infiltration velocity.It can be seen that the research method has certain reference value for the safety control of embankment engineering in cold regions.
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