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UDSM - SHANSEP MC model
Application:PLAXIS 2D, PLAXIS 3DThe SHANSEP MC model (Stress History and Normalized Soil Engineering Properties) constitutes a soil model implemented in PLAXIS, intended for undrained soil loading...
View ArticleNode-to-Node anchors as an alternative for Fixed-End anchors
Application:PLAXIS 2D, PLAXIS 3DFixed-End (FE) anchors are single point spring elements that can be used to model anchors, struts and other types of ‘flexible’ supports. PLAXIS 2D and 3D allow for only...
View ArticleModelling technique: Vacuum consolidation
Application:PLAXIS 2D, PLAXIS 3DVacuum consolidation is a technique to apply preloading on a construction site by creating an 'under-pressure' in the ground and thus using the external atmospheric...
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