The main causative factor for this slide is due to poor lithology coupled with poor drainage system in and around the peripheral of the building. Besides, the extra load on the top of the slope above the slide due to construction of building has also con
Govt. Girl Hr. Sec. School Slide
Locality
1. Construction of side drains all around the peripheral of the building and properly drains to the main nallah located towards south-western slope of the area. 2. Construction of toe support retaining wall all along the affected zone.
Poor lithology, poor drainage system in and around the peripheral of the building