Debris slide documented along the Bameng road section caused due to incessant rainfall. Construction of breast wall of appropriate height with sufficient weep holes can be implemented as remedial measures.
Mohanty, A., and Joshi, K., 2021: Remote sensing based macro scale (1:50,000) landslide susceptibility mapping in toposheets 82D/12, D/15, D/16, 82H/3, H/4, H/6, H/7, H/10, 83A/1, A/5, A/6, A/9, A/10, A/13, A/14 and 83E/1 covering parts of Tawang, West K
Nil
Bameng road section slide-3
Bameng road
Construction of breast wall of appropriate height with sufficient weep holes to arrest the sliding material and provide support to the toe.
Incessant rainfall causing the loose unconsolidated debris material to slip down. Also the steep slope angle, overburden material add to the contributing factors.