"A Coupled LBM – DEM Modelling of Cone Penetration Test in Granular Mat" by Krishna Allulakshmi
Water ingress in soils through infiltration can trigger instability leading to failures in slopes and embankments under drained conditions. Subsequent investigations on such failures have shown that the infiltration of water in soils can cause a reduction in effective stress thus triggering the instability. In addition, studies have indicated that the constant shear drained (CSD) triaxial test can depict an unstable phenomenon where effective stress is continuously reduced. In the current study, the first section of research focuses on the Discrete Element Method (DEM) modelling of the instabi...