D
Debanjan Guha Roy
Researcher at Indian Institute of Technology Bombay
Publications - 14
Citations - 358
Debanjan Guha Roy is an academic researcher from Indian Institute of Technology Bombay. The author has contributed to research in topics: Fracture toughness & Fracture (geology). The author has an hindex of 9, co-authored 13 publications receiving 220 citations. Previous affiliations of Debanjan Guha Roy include IITB-Monash Research Academy.
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Effect of Water Saturation on the Fracture and Mechanical Properties of Sedimentary Rocks
TL;DR: In this paper, the authors investigated the fracture and strength properties of water saturated sedimentary rocks and found that the degree of saturation has a significant effect on both the strength and fracture properties of sedimentary rock.
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Effect of Heat Treatment and Layer Orientation on the Tensile Strength of a Crystalline Rock Under Brazilian Test Condition
Debanjan Guha Roy,Trilok Singh +1 more
TL;DR: In this paper, the effect of heat treatment and the layer orientation on the tensile properties of granitic gneiss were studied under the unconfined stress condition, and the results showed that both the heat and layer orientation have a strong control on tensile strength, force-parallel and layer parallel strains.
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Correlating mode-I fracture toughness and mechanical properties of heat-treated crystalline rocks
TL;DR: In this paper, the effect of thermal treatment on the mode-I fracture toughness (FT) of three crystalline rocks (two basalts and one tonalite) were experimentally investigated.
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Effect of carbon dioxide sequestration on the mechanical properties of Deccan basalt
TL;DR: A series of laboratory-scale saturation experiments was conducted on three types of basalts that were collected from different horizons of the Deccan Volcanic Province (DVP), India.
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Correlating the Mechanical and Physical Properties with Mode-I Fracture Toughness of Rocks
TL;DR: In this paper, the authors derived the fracture toughness from the geomechanical properties of the rocks, including the uniaxial compressive strength and tensile strength of the rock.