On the morning of December 8, 2025, Professor Michael Hicks, an authoritative expert in the field of international geotechnical engineering from Delft University of Technology in the Netherlands, was invited by Professor Wang Yuan to visit our university and delivered an academic lecture titled Application of the Random Finite Element and Random Material Point Methods to Slope Stability Assessments.

      Professor Michael Hicks focuses on the impact of soil spatial variability on slope stability, and systematically introduces the two-dimensional and three-dimensional modeling methods of dam and other infrastructure slopes based on the Monte Carlo framework of stochastic finite element method. Combining two regional dam cases, he explains the application of this method in practical engineering. This paper introduces the stochastic material point method formed by combining random field and material point method for the stability problem of large deformation slopes, as well as its potential application in the analysis of dam disaster resistance and the three-dimensional evolution simulation of clay progressive landslides. After the report, the attending teachers and students interacted and exchanged ideas with Professor Michael Hicks, creating a strong academic atmosphere on site.

      This academic lecture focuses on slope stability assessment methods, which is of great significance for our faculty and students to grasp industry trends and enhance research capabilities. It will also inject new impetus into the high-quality development of the water conservancy discipline.