Geotechnical Earthquake Engineering and Soil Dynamics V 2018
DOI: 10.1061/9780784481486.024
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Effects of Ageing on the Shear Modulus Degradation Curve of Loose Fraser River Sand

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Cited by 4 publications
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“…Field evidence and laboratory studies have demonstrated that soil engineering properties change over time [1]. Aging phenomena can be described as time-dependent changes in the behavior of soils [2], which can be significant across periods of days to months, and can be presented as increases in small-strain stiffness, cone penetration resistance, liquefaction resistance (related to cyclic stress ratio-CSR), shear strength, shear wave velocity, and small-strain shear modulus in granular materials, such as sands [2][3][4][5][6][7][8][9][10][11].…”
Section: Introductionmentioning
confidence: 99%
“…Field evidence and laboratory studies have demonstrated that soil engineering properties change over time [1]. Aging phenomena can be described as time-dependent changes in the behavior of soils [2], which can be significant across periods of days to months, and can be presented as increases in small-strain stiffness, cone penetration resistance, liquefaction resistance (related to cyclic stress ratio-CSR), shear strength, shear wave velocity, and small-strain shear modulus in granular materials, such as sands [2][3][4][5][6][7][8][9][10][11].…”
Section: Introductionmentioning
confidence: 99%