Rock slide documented along Pakke-Bameng road caused by weathered and fractured, loose unconsolidated material and highly weathered gneiss covered with thick insitu soil and aggravated by toe erosion of the slope by drainage.
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
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Pakke-Bameng road section slide-7
Pakke-Bameng Road
Removal and clearing of debris, construction of lined hill side lined drainage to prevent toe erosion. 2-3m high breast wall with weep holes can be constructed.
Weathered and fractured, Loose unconsolidated material and highly weathered gneiss covered with thick insitu soil and aggravated by toe erosion of the slope by drainage.