Introduction
- RE wall may be defined as a composite earth structure, wherein soil (or other suitable fill) is internally stabilized by the inclusion of discrete layers of CTM Geogrids which are generally placed in the plane perpendicular to wall facing, between successive lifts of fill, during construction. RE Wall system is a flexible structure as compared to R.C.C rigid structure and is more stable under large and unforeseen deformations due to earthquake, differential settlements and subsidence
