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Analytical solution for one-dimensional nonlinear consolidation of saturated multi-layered soil under time-dependent loading 被引量:4
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作者 Pyol Kim Hyong-Sik Kim +3 位作者 Chol-U Pak Chung-Hyok Paek Gun-Hyang Ri hak-bom myong 《Journal of Ocean Engineering and Science》 SCIE 2021年第1期21-29,共9页
This paper presents analytical solutions for one-dimensional nonlinear consolidation of saturated multi-layered soil under time-dependent loading.Analytical solutions are derived for one-dimensional nonlinear consolid... This paper presents analytical solutions for one-dimensional nonlinear consolidation of saturated multi-layered soil under time-dependent loading.Analytical solutions are derived for one-dimensional nonlinear consolidation of multi-layered soil subjected to constant loading and ramp loading.The proposed solutions are verified through the comparison with the existing solutions for double-layered soil and singlelayered soil,which shows the proposed solutions are more general ones for one-dimensional nonlinear consolidation of saturated soils subjected to time-dependent loading.Based on the proposed solutions,nonlinear consolidation behavior of saturated multi-layered soil under time-dependent loading is investigated. 展开更多
关键词 Saturated soil Multi-layered Nonlinear consolidation Analytical solution
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