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- W4200192753 abstract "Optimal whole-life design for marine structures requires an accurate assessment of how their underlying geo-materials respond to various static and cyclic loads. This study experimentally investigates the undrained shear behavior and stiffness characteristics of intact, soft marine clay that outcrops an offshore wind farm in southeast China. A series of monotonic and cyclic triaxial tests were conducted on the highly compressible marine clay, and the test results were interpreted within the critical state framework. The elastic shear modulus measured using bender elements in triaxial tests was compared with the secant modulus that gradually degraded with the strain during monotonic and cyclic loading. An interesting finding was that the elastic stiffness measured at various loading stages increased exponentially with the mean effective stress; a power-law increasing trend was also observed in the secant modulus normalized by the void ratio at various strain levels. It was also demonstrated that the intact sample under cyclic loading is stiffer than that under monotonic loading at the same strain level. Furthermore, a close correlation between the nonlinear undrained shear stiffness and the elastic stiffness measured during monotonic or cyclic loading was observed, which is of vital importance when evaluating the stiffness degradation behavior of natural soils over strain ranges relevant to major engineering works." @default.
- W4200192753 created "2021-12-31" @default.
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- W4200192753 date "2022-02-01" @default.
- W4200192753 modified "2023-10-15" @default.
- W4200192753 title "Undrained shear and stiffness degradation of intact marine clay under monotonic and cyclic loading" @default.
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- W4200192753 doi "https://doi.org/10.1016/j.enggeo.2021.106502" @default.
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