u‐p semi‐Lagrangian reproducing kernel formulation for landslide modeling

Abstract

This paper presents a u‐p (displacement‐pressure) semi‐Lagrangian reproducing kernel (RK) formulation to effectively analyze landslide processes. The semi‐Lagrangian RK approximation is constructed based on Lagrangian discretization points with fixed kernel supports in the current configuration. As a result, it tracks state variables at discretization points while allowing extreme deformation and material separation that is beyond the capability of Lagrangian formulations. The u‐p formulation following Biot theory is incorporated into the formulation to describe poromechanics of saturated geomaterials. In addition, a stabilized nodal integration method to ensure stability of the domain integration and kernel contact algorithms to model contact between bodies are introduced in the u‐p semi‐Lagrangian RK formulation. The proposed method is verified with several numerical examples and validated with an experimental result and the field data of an actual landslide.

Document Details

Document Type
Pub Defense Publication
Publication Date
Sep 14, 2017
Source ID
10.1002/nag.2722

Entities

People

  • Ashkan Mahdavi
  • Craig Foster
  • Sheng‐Wei Chi
  • Thanakorn Siriaksorn

Organizations

  • United States Army Corps of Engineers
  • University of Illinois at Chicago

Tags

Readers

  • Computational Modeling and Simulation
  • Finite Element Method (FEM) for solving Partial Differential Equations (PDEs)
  • Geotechnical Engineering.