Landslides are the most established geological hazards in the Siwalik and Murree strata of Jammu region. The prolonged rainfall in the area frequently trigger landslides and has become a common phenomenon in hilly areas of Jammu region due to over saturation of slope forming material and cause considerable damage to life and property. The landslide that occurred on the Katra-Qazigund railway track alongside of portal (P2) of tunnel-47 on 25th September 2010 at village Dharam in Sangaldan area of Ramban district caused extensive damage to buildings. The water sensitive lithology (alteration of sandstone and mudstone beds) within the Murree thrust zone has made the area more vulnerable to landslides. Most of the landslides in the area are activated mainly during prolonged rainfall due to increase in pore water pressure as a result of seepage. The present paper is an attempt to study various geological factors along with physio-mechanical properties of slope forming materials to understand their role in failure mechanism.
In February 2009, a huge landslide occurred at Assar in Doda district of Jammu and Kashmir state. The slide triggered after the reservoir level of the Baglihar dam increased from initial water level of 850 m to 870 m. The impounding of reservoir water created high angle scarps at number of fossil slide sites on either side of the river within the reservoir area. One such scarp (about 250 m long) at Assar caused a huge landslide washing out about 150 m road stretch. The sliding material is dominated by finer fraction (71.5 %) of micaceous silty sand and coarser fraction of gravel to boulder size. Over saturation of the slope forming material, weak rocks and high absorption and swelling nature of the soil, high slope angle and toe cutting by the water are the main reasons that triggered this slide.
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