Applied Mathematics and Mechanics (English Edition) ›› 1982, Vol. 3 ›› Issue (6): 857-871.
郑家栋1, 胡慧智1, 徐鸿江2, 朱泽民2, 殷宗泽3
Zheng Jia-dong1, Hu Hui-zhi1, Xu Hong-jiang2, Zhu Ze-min2, Yin Zong-ze3
摘要: Biot’s theory of consolidation of saturated soil .regards the consolidation process as a coupling problem between stress of elastic body and flow of fluid existing in pofes[1]. It can more precisely reflect the mechanism of consolidation than -Terzhi-gi’s theory[2]. In this article, we obtain the general Biot’s finite element equations of consolidation with classical varia-tional principles. The equations have clear physical meaning and have been applied to analysing the consolidation of Bajia-zui earth dan. The computational results are in accord with engineering practice.