The general cases of an embankment having a berm, dry or wet tensile cracks, and multiple layers of reinforcement are considered. General solutions are developed for the rotational stability analysis of reinforced embankments with and without ground improvement constructed on soft ground that has an undrained shear strength varying with depth. ![]() The proposed method of embankment stability analysis provides a simplified approach of directly locating the critical slip surface on the basis of which the minimum Factor of Safety (FS) can be computed. Within the iteration process, locating the critical slip surface is of the greatest essence. However, this method requires a large amount of computation and an arbitrary iteration process for obtaining the overall minimum factor of safety. The Limit Equilibrium method of analysis has a variety of advantages.
0 Comments
Leave a Reply. |
AuthorWrite something about yourself. No need to be fancy, just an overview. ArchivesCategories |