文章详细信息 关键词: 软土结构性;;次固结系数;;结构屈服压力 [gap=1125]Keywords: soft clay structure;secondary consolidation coefficient;structural yield pressure
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It is indicated that rheological characteristic of Xiao-shan soft soil is remarkable, and the over-consolidated ratio affects the coefficient of secondary consolidation significantly.4.
试验结果表明,萧山软粘土具有明显的非线性和流变特性,超固结比对次固结系数有显著的影响。
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
讨论了应力水平和应力历史对次固结系数的影响;
Subsequently, the influences of stress level and stress history on the secondary consolidation coefficient are discussed.
当处于正常固结状态时,次固结系数近似为一常数。
In normal consolidation state the coefficient remains approximately a constant value.
而当超载预压处理后,次固结系数随超载比和超载作用时间不同而变化。
But when surcharge preloaded, the coefficient will change with the overload ratio and its duration time.
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