
This page describes a preliminary approach for landslide risk assessment which proposes an initial workflow. An example using the Jibson (1993) model to predict Newmark sliding block displacements is presented for a portion of Seattle, WA. Resources from the SimCenter M9 project are used to estimate ground-motion intensity parameters.
Jun 10, 2024

Identify ground changes on landslide deposits after initial landsliding, and describe the factors that may have controlled these ground changes from geospatial relationships.
Feb 4, 2024