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Stream/Area:
-
Subject:
-
Paper ID:
IJSREM15540
Volume:
6 |
7 |
Jul 2022
Pages:
Publication Frequency:
Monthly (12 issues per year)
License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.
In the present study detailed work has been carried out in and around Udhampur, Jammu and kashmir, India with the main objective of demarcating landslide vulnerable zones using remote sensing and Geographic Information System (GIS) techniques. Udhampur town lies between 32°34’ & 39° 30’ North latitudes and 74°16’ & 75°38’ East longitudes and is covered by parts of Survey of India degree-sheet numbers 43O, 43K, 43P and 43L. The district has a total geographical area of 4540 sq km. The main triggering factors of landslides in the study region are rainfall, slope, soil, land use and manmade activities. The average annual rainfall of this region is about 1300mm. The entire study area is occupied by charnockites with smaller intrusions of dolerite dykes. Two third of the study is covered with sandy loam soil and the remaining by clay loam soil. The most parts of the study area are falling under the categories of gentle and moderate slope (2º to 15º). Land use / land cover maps for the years 2019 and 2020 were prepared from Landsat TM and IRS Resourcesat-2 satellite imageries respectively. Supervised classification technique was used to prepare land use / land cover maps from the satellite data. The land use / land cover maps of 2019 and 2020 were compared and integrated using GIS to carry out the change detection analysis. The change detection matrix was also prepared using GIS to understand the changes occurred in each land use/ land cover category. The analysis indicates that there is a huge transformation of forest land into agricultural land from 2019 to 2020. Minor changes have occurred in the other land use / land cover categories also. Soil samples and core samples were also collected in the field during field visits, and the samples were tested in the laboratory for various engineering properties. Compaction and direct shear tests were carried out to assess the strength characteristics of soils. Sieve and hydrometer analyses were done to know the
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Publication Date
7/13/2022
Peer Review Type
Double-Blind Peer Review
Review Rounds: 2
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Conflict of Interest
The authors declare no conflict of interest related to this research work.
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