论文部分内容阅读
本文介绍了一种有限应变固结理论,可用于吹填土、新近沉积土等饱和软粘土的大变形非线性的固结计算。通过算例说明,对沉降量很大的软粘土来讲,采用有限应变理论得出的固结过程要比太沙基小应变固结理论快得多。
In this paper, a finite strain consolidation theory is introduced. It can be used for large-discrete non-linear consolidation calculations of saturated soft clays such as dredged fill soils and newly deposited soils. The example shows that for the soft clay with large settlement, the consolidation process obtained by the finite strain theory is much faster than the Taishaji small strain consolidation theory.