Elastic visco-plastic consolidation modelling of clay foundation at Berthierville test embankment

✍ Scribed by Zhu, Guofu; Yin, Jian-Hua

• Book ID: 101220651
• Publisher: John Wiley and Sons
• Year: 2000
• Tongue: English
• Weight: 222 KB
• Volume: 24
• Category: Article
• ISSN: 0363-9061
• DOI: 10.1002/(sici)1096-9853(20000425)24:5<491::aid-nag78>3.0.co;2-v

✦ Synopsis

This paper applies for the "rst time a highly non-linear One-Dimensional Elastic Visco-Plastic (1-D EVP) model to the consolidation analysis of the clay layer underneath Berthierville test embankment in Quebec, Canada. This paper "rstly gives a brief description of the main equations of the Finite Element (FE) consolidation modelling incorporating the 1-D EVP model. Special issues encountered in the consolidation modelling of the "eld problem are addressed. Water head #uctuations at the upper and lower boundaries of the clay are considered by giving an appropriate de"nition of excess porewater pressure. An optimization procedure is suggested for the determination of the 1-D EVP model parameters. The determination of initial strains in the "eld is explained. The FE model can consider (a) multi-layered soil pro"le, (b) time-dependent loading and hydraulic boundary conditions and (c) di!erent constitutive models for di!erent soils (1-D EVP model for clay and Terzaghi's model for silty sand). A parametric FE modelling study is carried out to determine two uncertain parameters of the silty sand layer underlying the clay layer. It is found that the parameter m T a!ects the compressibility of the silty sand layer, but has no in#uence on the consolidation behaviour of the clay. However, the parameter k can a!ect the compression of the silty sand layer and the clay layer. FE consolidation modelling of the soils underneath Berthierville test embankment is carried out using the model parameters determined. It is found that the compression of the clay layer computed from the FE model is in good agreement with "eld measured values. Porewater pressures from the FE modelling are close to the measured values except for the values at the initial loading stage. This discrepancy at this initial stage is discussed in this paper.