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NTIS 바로가기Advances in civil engineering, v.2020, 2020년, pp.3541329 -
Woo, Sang Inn
The present study proposes a rigorous expression of a yield function for sand based on the linear elastic threshold strain concept and empirical expression for the maximum shear modulus. The new yield function was calibrated for Toyoura sand. The calibration results show that the proposed yield surf...
Manzari, M. T., Dafalias, Y. F.. A critical state two-surface plasticity model for sands. Géotechnique, vol.47, no.2, 255-272.
Woo, S.I., Salgado, R.. Bounding surface modeling of sand with consideration of fabric and its evolution during monotonic shearing. International journal of solids and structures, vol.63, 277-288.
Dafalias, Y. F., Taiebat, M.. SANISAND-Z: zero elastic range sand plasticity model. Géotechnique, vol.66, no.12, 999-1013.
Loukidis, D., Salgado, R.. Modeling sand response using two-surface plasticity. Computers and geotechnics, vol.36, no.1, 166-186.
Dafalias, Yannis F., Manzari, Majid T.. Simple Plasticity Sand Model Accounting for Fabric Change Effects. Journal of engineering mechanics, vol.130, no.6, 622-634.
Andrianopoulos, Konstantinos I., Papadimitriou, Achilleas G., Bouckovalas, George D.. Explicit integration of bounding surface model for the analysis of earthquake soil liquefaction. International journal for numerical and analytical methods in geomechanics, vol.34, no.15, 1586-1614.
Andrianopoulos, Konstantinos I., Papadimitriou, Achilleas G., Bouckovalas, George D.. Bounding surface plasticity model for the seismic liquefaction analysis of geostructures. Soil dynamics and earthquake engineering, vol.30, no.10, 895-911.
Carraro, J. A. H., Bandini, P., Salgado, R.. Liquefaction Resistance of Clean and Nonplastic Silty Sands Based on Cone Penetration Resistance. Journal of geotechnical and geoenvironmental engineering, vol.129, no.11, 965-976.
Murthy, T. G., Loukidis, D., Carraro, J. A. H., Prezzi, M., Salgado, R.. Undrained monotonic response of clean and silty sands. Géotechnique, vol.57, no.3, 273-288.
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ChakrabortyT.andSalgadoR. Dilatancy and shear strength behavior of sand at low confining pressures 1 Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering October 2009 Washington DC USA 652-655.
ZHANG, J., SALGADO, R.. Stress-dilatancy relation for Mohr-Coulomb soils following a non-associated flow rule. Géotechnique, vol.60, no.3, 223-226.
Bolton, M. D.. The strength and dilatancy of sands. Géotechnique, vol.36, no.1, 65-78.
Been, K., Jefferies, M. G., Hachey, J.. The critical state of sands. Géotechnique, vol.41, no.3, 365-381.
Hardin, Bobby O., Richart Jr., F. E.. Elastic Wave Velocities in Granular Soils. Journal of the Soil Mechanics and Foundations Division : proceedings of the American Society of Civil Engineers, vol.89, no.1, 33-65.
OZTOPRAK, S., BOLTON, M.D.. Stiffness of sands through a laboratory test database. Géotechnique, vol.63, no.1, 54-70.
Woo, S. I., Salgado, R., Prezzi, M.. Dilatancy-triggering surface for advanced constitutive modelling of sand. Géotechnique Letters, vol.9, no.2, 136-141.
Taiebat, Mahdi, Dafalias, Yannis F.. Simple Yield Surface Expressions Appropriate for Soil Plasticity. International journal of geomechanics, vol.10, no.4, 161-169.
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