Titlebook: Geotechnical Characterisation and Geoenvironmental Engineering; IGC 2016 Volume 1 V. K. Stalin,M. Muttharam Conference proceedings 2019 Spr

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A Study on Compressibility, Swelling and Permeability Behaviour of Bentonite–Sand Mixtureswelling (expressed in percentage) and swelling pressure decreased with addition of sand. Moreover, changes were observed for the consolidation parameters upon addition of sand to bentonite. The void ratio versus log of permeability plots was found to be linear, and permeability was found to increas

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Effect of Plastic Fines on Shear Strength of Sandsned locally, and the liquid limit (LL) and the plasticity index (PI) are found to be equal to 65 and 39%, respectively. The effect of plastic fines on shear strength of sands is studied using direct shear testing conducted in displacement-controlled mode. Tests are performed at 0.5 mm/min, and the s

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Effect of Pore Size Distribution on Unconfined Compressive Shear Strengthd on the clay surface. From the obtained UCS value of bentonite and kaolinite minerals, it can be inferred that the UCS strength variation of bentonite mineral is strongly influenced by the water molecules bounded on the clay surface or diffused double layer water, whereas the UCS strength of kaolin

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Influence of Initial Conditions on Undrained Response of Soft Claysocused on compaction, compressibility and UCC strength. Clayey soils are impervious and do not permit drainage of water. There will be a cumulative build-up of pore water leading to increase in pore water pressure and reduction in shear strength, finally leading to increase in settlement and deforma

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Geotechnical Characterisation and Geoenvironmental EngineeringIGC 2016 Volume 1