饱和土体单向固结理论与应用研究--饱和多孔介质流固耦合渗流数学模型之应用
被引量:1
Study on Uniaxial Consolidation Theory and Its Application in Saturated Soils--An Application of Mathematical Models for Hydro-mechanical Coupling in Saturated Porous Media
摘要
针对饱和土体1D竖向固结沉降问题,给出一个新的固结方程,利用该方程进行了定量计算和实例研究,且与经典固结理论进行了对比分析.结果表明,经典固结方程可认为是新提出的固结方程的一种简化,后者更能反映固结过程的物理实质.
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