000			a
999			_c17481 _d17481
003			OSt
005			20220908105513.0
008			220908b xxu||||| |||| 00| 0 eng d
040			_aAIKTC-KRRC _cAIKTC-KRRC
100			_917827 _aVinoth, M.
245			_aStrength of Stabilised Waste Foundry Sand Material
250			_aVol.52(3), June
260			_aNew York _bSpringer _c2022
300			_a707-719p.
520			_aFoundry sand waste materials (samples) were collected from ten different industries and studied for the application in the construction of road and as a structural fill. Physical, chemical and geotechnical characterization were carried out in the laboratory. Out of 10 samples, 2 samples (coarser and finer) were stabilized with cement in the range of 2–8% and cured for different periods (7–28 days). Unconfined compressive strength (UCS) and indirect tensile strength (ITS) of both stabilized samples were determined. Different parameters were derived viz. stiffness modulus, cohesion and ratio of UCS/ITS of stabilized samples. The effect of curing period and cement content were analyzed on these parameters. UCS, ITS, cohesion and stiffness value increase with cement content and curing period similar to conventional material. It was inferred that finer sample may be used for the construction of subbase layer of pavement while both samples may be used as a structural fill which will lead to sustainable construction.
650		0	_94621 _aCivil Engineering
700			_917828 _aSinha, A. K.
773	0		_dSwitzerland Springer _x 0971-9555 _tIndian geotechnical journal
856			_uhttps://link.springer.com/article/10.1007/s40098-021-00586-9 _yClick here
942			_2ddc _cAR