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A platform for research: civil engineering, architecture and urbanism
Dynamic responses of sand-clay mixtures under long-term cyclic loading
https://orcid.org/0009-0008-3013-9341
https://orcid.org/0000-0002-0526-7471
Abstract The dynamic stability of offshore foundations in the marine environment is one of the major technical challenges. Millions of loading cycles from waves and winds act on the foundations and seabed in their entire service life. The mixing of adjacent soil layers due to naturally occurring sediment or the construction process raises more difficulties in the design. Previous studies have focused on the dynamic constitutive relations of idealized clean sand or clay under cyclic loading, while the cyclic characteristics of sand-clay mixtures are still unclear. In this study, the dynamic responses of sand-clay mixtures under a large number of shear cycles were investigated through 25 constant-volume cyclic direct simple shear tests on sand-clay mixtures with sand contents of 0 %, 25 %, 50 %, and 75 %. The results indicate that high sand contents and high cyclic stress ratios accelerate the reduction of effective stress in sand-clay mixtures, resulting in a more rapid increase in shear strain. As the sand content increases from 0 % to 75 %, the normalized shear modulus decreases by 35.9 % at a shear strain of 1 %. In contrast, the normalized dynamic shear strength is reduced from between 0.490 and 0.525 to between 0.181 and 0.325 after over 5000 loading cycles.
Highlights Higher sand content makes stress paths reach the CSL earlier and hysteresis loops dumpier. Sand content increases the accumulation of plastic strain with increasing shear cycles. Sand content accelerates the reduction of the cyclic shear modulus of sand-clay mixtures. Sand content increases the damping ratio of sand-clay mixtures under cyclic shearing. Sand content reduces the long-term cyclic shear strength of the sand-clay mixtures.
Dynamic responses of sand-clay mixtures under long-term cyclic loading
https://orcid.org/0009-0008-3013-9341
https://orcid.org/0000-0002-0526-7471
Abstract The dynamic stability of offshore foundations in the marine environment is one of the major technical challenges. Millions of loading cycles from waves and winds act on the foundations and seabed in their entire service life. The mixing of adjacent soil layers due to naturally occurring sediment or the construction process raises more difficulties in the design. Previous studies have focused on the dynamic constitutive relations of idealized clean sand or clay under cyclic loading, while the cyclic characteristics of sand-clay mixtures are still unclear. In this study, the dynamic responses of sand-clay mixtures under a large number of shear cycles were investigated through 25 constant-volume cyclic direct simple shear tests on sand-clay mixtures with sand contents of 0 %, 25 %, 50 %, and 75 %. The results indicate that high sand contents and high cyclic stress ratios accelerate the reduction of effective stress in sand-clay mixtures, resulting in a more rapid increase in shear strain. As the sand content increases from 0 % to 75 %, the normalized shear modulus decreases by 35.9 % at a shear strain of 1 %. In contrast, the normalized dynamic shear strength is reduced from between 0.490 and 0.525 to between 0.181 and 0.325 after over 5000 loading cycles.
Highlights Higher sand content makes stress paths reach the CSL earlier and hysteresis loops dumpier. Sand content increases the accumulation of plastic strain with increasing shear cycles. Sand content accelerates the reduction of the cyclic shear modulus of sand-clay mixtures. Sand content increases the damping ratio of sand-clay mixtures under cyclic shearing. Sand content reduces the long-term cyclic shear strength of the sand-clay mixtures.
Dynamic responses of sand-clay mixtures under long-term cyclic loading
https://orcid.org/0009-0008-3013-9341
https://orcid.org/0000-0002-0526-7471
Abstract The dynamic stability of offshore foundations in the marine environment is one of the major technical challenges. Millions of loading cycles from waves and winds act on the foundations and seabed in their entire service life. The mixing of adjacent soil layers due to naturally occurring sediment or the construction process raises more difficulties in the design. Previous studies have focused on the dynamic constitutive relations of idealized clean sand or clay under cyclic loading, while the cyclic characteristics of sand-clay mixtures are still unclear. In this study, the dynamic responses of sand-clay mixtures under a large number of shear cycles were investigated through 25 constant-volume cyclic direct simple shear tests on sand-clay mixtures with sand contents of 0 %, 25 %, 50 %, and 75 %. The results indicate that high sand contents and high cyclic stress ratios accelerate the reduction of effective stress in sand-clay mixtures, resulting in a more rapid increase in shear strain. As the sand content increases from 0 % to 75 %, the normalized shear modulus decreases by 35.9 % at a shear strain of 1 %. In contrast, the normalized dynamic shear strength is reduced from between 0.490 and 0.525 to between 0.181 and 0.325 after over 5000 loading cycles.
Highlights Higher sand content makes stress paths reach the CSL earlier and hysteresis loops dumpier. Sand content increases the accumulation of plastic strain with increasing shear cycles. Sand content accelerates the reduction of the cyclic shear modulus of sand-clay mixtures. Sand content increases the damping ratio of sand-clay mixtures under cyclic shearing. Sand content reduces the long-term cyclic shear strength of the sand-clay mixtures.
Dynamic responses of sand-clay mixtures under long-term cyclic loading
Sun, Jinxin (author) / Li, Jinhui (author) / Luo, Lunbo (author) / Luo, Wuzhang (author) / Lu, Wenjun (author)
2024-01-16
Article (Journal)
Electronic Resource
English
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