Companies using Blue Marble’s geospatial technology
Moving beyond Mohr-Coulomb to more advanced constitutive models that account for primary compression. 4. Slope Stability (Phi-C Reduction)
Using the "Phi-C Reduction" method where the soil’s strength parameters are incrementally reduced until failure occurs. plaxis 2d examples
Defining plates (walls) and anchors (node-to-node anchors or geogrids). plaxis 2d examples
Identifying the "slip surface" visually through total incremental strains. plaxis 2d examples