A GIS-Based Kinematic Analysis for Jointed Rock Slope Stability: An Application to Himalayan Slopes
GIS-based kinematic stability analysis in rock slopes is a rare practice in geological engineering despite its immense potential to delineate unstable zones in a mountainous region. In this article, we have used a GIS-based modified technique to assess the efficiency of kinematic analysis in predict...
Main Authors: | Jagadish Kundu, Kripamoy Sarkar, Ebrahim Ghaderpour, Gabriele Scarascia Mugnozza, Paolo Mazzanti |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2023-02-01
|
Series: | Land |
Subjects: | |
Online Access: | https://www.mdpi.com/2073-445X/12/2/402 |
Similar Items
-
Stability analysis of road cut slopes in Sikkim Himalaya along national highway 10, India
by: Kuldeep Dutta, et al.
Published: (2023-02-01) -
Assessment of the Rock Slopes by Kinematic and Limit Equilibrium Methods on the Bağlarbaşı - Tekke (Gümüşhane) Motorway
by: Selçuk Alemdağ, et al.
Published: (2015-08-01) -
Rock slope engineering/
by: Hoek, Evert, 1933-, et al.
Published: (1974) -
Determination of rock slope stability using stereonet projection method for management of rock slope /
by: 429025 Michael, Ng Wei Chun
Published: (2006) -
Rock slope stability analysis /
by: 287440 Giani, Gian Paolo
Published: (1992)