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.
Papers
More filters
Journal ArticleDOI
Stability of the rate, state and temperature dependent friction model and its applications
Arun K. Singh,Trilok Singh +1 more
Journal ArticleDOI
Effect of Closely Spaced, Non-Persistent Ubiquitous Joint on Tunnel Boundary Deformation: A Case Study from Himachal Himalaya
Ratan Das,Trilok Singh +1 more
TL;DR: In this article, the stability of an underground tunnel excavated in a jointed rock mass is studied using the field investigation and numerical modeling, and the results of this study provide an explicit correlation between geometrical features of the rock mass with the total displacement values around the excavation.
Journal Article
Optical and field emission properties in different nanostructures of ZnO
Jai Singh,Jai Singh,Jai Singh,Praveen Kumar,Praveen Kumar,Praveen Kumar,Dattatray J. Late,Dattatray J. Late,Trilok Singh,Trilok Singh,Mahendra A. More,Mahendra A. More,Dilip S. Joag,Dilip S. Joag,R. S. Tiwari,R. S. Tiwari,R. S. Tiwari,Kwan San Hui,Kwun Nam Hui,O. N. Srivastava,O. N. Srivastava,O. N. Srivastava +21 more
TL;DR: In this article, an emission current density of 9.05 μA/cm2 has been drawn from nanocombs at an applied electric field of ~ 1.92 V/μm.
Book ChapterDOI
Numerical Simulation of High Level Radioactive Waste for Disposal in Deep Underground Tunnel
TL;DR: In this article, a discrete element method approach is used to simulate the effect of heat generated after buried of radioactive waste on stability of underground space and its surrounding rock strata, and the simulation was performed on both strong and weak granite rock in which tunnel is excavated.