Soil model to study PVD on soft clay
Which of the following will be the best-suited soil model to study the shear strength gain from the ground improvement by prefabricated vertical drains? Can anyone compare the Modified Cam Clay (MCC) model and Soft Soil Model to find the better one for…
Consolidation or Fully coupled flow deformation for excess pore pressure variation due to line drain
Which of the above analyses is better for finding the variation of excess pore pressure with radial distance from a line drain?