T
Trilok Singh
Researcher at Indian Institute of Technology Bombay
Publications - 396
Citations - 13468
Trilok Singh is an academic researcher from Indian Institute of Technology Bombay. The author has contributed to research in topics: Slope stability & Rock mass classification. The author has an hindex of 54, co-authored 373 publications receiving 10286 citations. Previous affiliations of Trilok Singh include Indian Institute of Technology Delhi & University of Cologne.
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Concentration dependent structural and optical properties of electrochemically grown ZnO thin films and nanostructures
TL;DR: In this article, structural analysis showed an evolution of directional growth along (002) crystallographic plane with the change of electrolyte concentrations, and the peak position of defect-related bands depends upon the electrolyte concentration, and at higher molar concentration the dominant luminescent center corresponds to green emission.
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Rockfall assessment near Saptashrungi Gad temple, Nashik, Maharashtra, India
TL;DR: In this paper, a delineation of areas susceptible to rock-falling at the foothills of around the Saptashrungi Gad temple has been investigated and various cases were simulated and analyzed using numerical tools and pertinent parameters incorporated and calibrated in field and laboratory using silent witnesses.
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Analytical and Numerical Stability Analysis of Road Cut Slopes in Garhwal Himalaya, India
TL;DR: In this paper, a road cut slope stability analysis of five locations were carried out along NH-7, between Shivpuri to Kaudiyala in Uttarakhand, India.
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Finite element modelling of landslide prone slopes around Rudraprayag and Agastyamuni in Uttarakhand Himalayan terrain
TL;DR: In this paper, the stability of vulnerable road cut slopes from Rudraprayag to Agastmuni was investigated using PLAXIS simulator and factors of safety, stress, strain, horizontal and vertical displacement have been determined for each slope.
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Distinct Element Modelling of Mahabaleshwar Road Cut Hill Slope
TL;DR: In this paper, a section of 100 m high jointed basalt hill slope has been analyzed numerically in a distinct element code, which is apt for simulating the behavior for jointed rock.