The older retention wall is totally destroyed by slide movement. To avoid maximum damage retention wall with water dripping pipes and slope stabilization is required.
Sharma, K, S. and Akaram, V., 2020. Macroscale (1:50,000) landslide susceptibility mapping in parts of Toposheet nos 43O/06, 43O/10 & 43O/14 covering parts of Anantnag, Doda & Kishtwar, districts, Jammu and Kashmir (J&K). Unpublished GSI report.
Umba village
Preparation of Retention wall and slope stabilization.
Gravitatiol failure, Extensive road cut, loose material, morainic on top, water dripping causes flow of matrial.