Abstract: In the report， in order to explore the effects of seepage on the development and distribution of the temperature field of the new pipe curtain freezing method， the finite element software was used to analyze the change law of the frozen curtain in freezing construction with the different seepage velocity， the circle time and the final thickness of the frozen wall were analyzed. The results showed that the influence of seepage on the freezing curtain is mainly reflected in the early stage of freezing construction when the freezing wall is not crossed， and the influence of seepage on the upstream freezing curtain is more significant than that on the downstream， which results in the deflection of the freezing curtain to the downstream； after the freezing wall is crossed， it can play a better role in stopping water， and the seepage velocity in the freezing area is about 0； the influence of seepage on the temperature field is reflected in the delay of the freezing wall cross-loop time， and with the increase of seepage velocity， the freezing curtain cross-loop closure time is extended non-linearly， and which can be fitted by exponential function； the freezing wall is thinnest at the upstream parallel to the freezing direction， and the freezing curtain is almost unaffected by seepage at the direction perpendicular to the direction of seepage outside the normal curtain. Under the too much seepage velocity， the cross-loop time the frozen curtain increases significantly. Encrypting the upstream freezing tube can decrease the effects of seepage on the frozen areas. Our findings can provide a reference for some similar projects.