Please use this identifier to cite or link to this item: http://hdl.handle.net/10603/484605
Title: Slope stability analysis of vulnerable landslide zones along Srinagar Rudraprayag national highway Uttarakhand
Researcher: Pravesh Kumar
Guide(s): Thakur, Mahesh
Keywords: Factor of safety
Finite Element Method (FEM)
Geological mapping
Geotechnical investigation
Landslide
Slope Stability Analysis
Vulnerable zones,
University: Panjab University
Completed Date: 2022
Abstract: The failure of rock slopes along the roads in fragile belt of Himalaya is identified as a one of the most frequent natural disaster. Such slope failure cases has been creating problem on the strategic National Highway- 58 (NH-58), Uttarakhand. Kedarnath valley and adjoining areas along the transit of the Mandakini River witnessed the nation s worst natural disaster of flash floods and massive landslides in June, 2013 which has made road cut slopes along the Alaknanda River vulnerable. The present study attempted to characterize vulnerable road cut slopes along NH-58 and geological mapping at a scale of 1:10,000 was conducted along ~ 17 km stretch from Dhari Devi to Rudraprayag, Uttarakhand. In-situ geotechnical investigations included measurement and estimation of various rock parameters such as Uniaxial Compressive Strength (UCS) and Rock Quality Designation (RQD), Kinematic analysis along with different rock mass and slope mass characterization techniques like basic rock mass rating (RMRb), Slope Mass Rating (SMR) with updated parameter and Continuous Slope Mass Rating (CSMR) were implemented for slope stability classification. A total 35 number of road cut slopes were investigated along NH-58 and kinematic analysis of joint data shows that 18 slopes are prone to planar failure, 7 for wedge failure and 8 for toppling failure. Slope mass rating (SMR) and continuous SMR shows that 18 slopes are vulnerable with 6 slopes falling under the class III category (partially unstable), 9 slopes are under class IV (unstable) and the rest of 3 slopes are completely unstable fall under class V causing landslides on NH-58. Maps with location of stable, partially stable, unstable and completely unstable sites are formed to take infrastructures projects at stable zones. In order to reduce the impact of mass wasting phenomenon, remedial measures have been suggested. Site specific measures can be very effective, economical and can be adopted with local material and knowhow.
Pagination: 131p.
URI: http://hdl.handle.net/10603/484605
Appears in Departments:Department of Geology

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02_prelim pages.pdf1.18 MBAdobe PDFView/Open
03_chapter 1.pdf381.67 kBAdobe PDFView/Open
04_chapter 2.pdf2.12 MBAdobe PDFView/Open
05_chapter 3.pdf1.14 MBAdobe PDFView/Open
06_chapter 4.pdf571.35 kBAdobe PDFView/Open
07_chapter 5.pdf1.43 MBAdobe PDFView/Open
08_chapter 6.pdf1.91 MBAdobe PDFView/Open
09_chapter 7.pdf908.83 kBAdobe PDFView/Open
10_chapter 8.pdf127.51 kBAdobe PDFView/Open
11_annexures.pdf434.88 kBAdobe PDFView/Open
80_recommendation.pdf141.69 kBAdobe PDFView/Open
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