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• W2046630125 abstract "A constitutive model for saturated loosely compacted completely decomposed granite (CDG) under triaxial compression is developed. Using a total of 70 triaxial compression tests as the calibration basis, we established a relationship between the normal compression line (NCL) of the soil and its dry density, and a relationship between the position of the critical state line (CSL) of the soil and its maximum dry density obtained from the standard Proctor test. The state boundary surface proposed by Yu (International Journal for Numerical and Analytical Methods in Geomechanics, 22, 621–653, 1998) was adopted in the current formulation. An empirical relation correlating the amount of fines present with the shape of the yield surface was developed to quantify the effect of particle size distribution (PSD) on the mechanical behaviour of the soil. By introducing a stress-path-dependent correction factor, we showed that the original Cam clay flow rule was generally successful in describing the dilatancy of loose C..." @default.
• W2046630125 created "2016-06-24" @default.
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• W2046630125 date "2008-02-25" @default.
• W2046630125 modified "2023-10-01" @default.
• W2046630125 title "An elasto-plastic model for saturated loosely compacted completely decomposed granite" @default.
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• W2046630125 doi "https://doi.org/10.1080/17486020701730058" @default.
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