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Dr. Kunjari Mog
Dr. Kunjari Mog
PhD-IISc Bangalore
Verified email at iisc.ac.in - Homepage
Title
Cited by
Cited by
Year
Reconnaissance report on geotechnical effects and structural damage caused by the 3 January 2017 Tripura earthquake, India
P Anbazhagan, K Mog, KSN Rao, NS Prabhu, A Agarwal, GR Reddy, ...
Natural Hazards 98, 425-450, 2019
222019
Evaluation of the damping ratio of soils in a resonant column using different methods
K Mog, P Anbazhagan
Soils and Foundations 62 (1), 101091, 2022
112022
Dynamic Properties of Surface Liquefied Site Silty-Sand of Tripura, India
K Mog, P Anbazhagan
International Congress and Exhibition" Sustainable Civil Infrastructures …, 2018
12018
An inexpensive foldscopic approach for quantitative evaluation of the shape of sand particles
K Mog, P Anbazhagan
Current Science 124 (No.4), 457-466, 2022
2022
Deformation characteristics of soil under sequential dynamic torsional and cyclic axial loading
K Mog
PhD Thesis, 2022
2022
Liquefaction and re-liquefaction potential of the Manu river sand of Tripura, India
K Mog, P Anbazhagan
International Conference on Case Histories & Soil Properties, 5 - 6 december …, 2019
2019
Small strain dynamic properties of naturally deposited silty soils
K Mog, P Anbazhagan
Indian Geotechnical Conference 2018 December 13-15, 2018, 2018
2018
Damping measurement in the resonant column using SSV and FVD
K Mog, P Anbazhagan
NEXT FRONTIERS IN CIVIL ENGINEERING: Sustainable and Resilient …, 2018
2018
"Updating of Numerical Model of an RC Column"
K Mog, N Ahir, A Kumar
Proceedings of International Conference on Sustainable Energy and Built …, 2015
2015
MODEL UPADATING OFSCALED-MODEL OF A REINFORCED CONCRETE COLUMN BASED ON PHYSICAL PARAMETER
KA Verma, K Mog
International Journal of Research in Science and Technology, 43, 2014
2014
Cyclic re-liquefication resistance of the liquefied site soil of Tripura (Under Review)
K Mog, P Anbazhagan
(Under Review), 0
Combined effect of torsional and cyclic loading on a single specimen of sand samples at small to large shear strain levels
K Mog, P Anbazhagan
(Under review), 0
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