Abstract:Considering the influence of seismic activity on building damage, the errors between calculated and actual quantities of earthwork are large in current earthwork foundation construction, resulting in settling and time-consuming construction at later stages. This paper puts forward a method for earthwork foundation construction and applies it to a reconstruction area after an earthquake. We analyzed the problems of water accumulation, rubber soil, and substandard density in the construction site, and proposed corresponding solutions. By calculating the quantity of earthwork per unit area, the total quantity of earthwork in the construction site building foundation was obtained. Using these calculated results, combined with the conditions at the construction site, the duration requirement, and the design scheme, Navisworks software and Revit were adopted to construct a three-dimensional model. According to the simulation results, the construction scheme was adjusted and optimized, and the foundation earthwork construction for the building in the post-earthquake reconstruction area was completed. The experimental results showed that the accuracy of earthwork calculation results with the proposed method is high, and that settling induced by earthquake can be restrained to a certain extent. The construction time is short and the overall construction efficiency is high.