Based on the linear rheological model of four units, analytical solutions are obtained and summarized for one-dimensional consolidation of soft soil under several types of time dependent loading, and the rheological consolidation behavior of soft soil is analyzed.
利用所得解分析了变荷载作用下的软土一维流变固结性状。
参考来源 - 软土流变固结理论与试验研究·2,447,543篇论文数据,部分数据来源于NoteExpress
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