Finite strain elastic visco-plastic consolidation model for layered soils with vertical drain considering self-weight loading and nonlinear creep

Author:

Song Ding-BaoORCID,Lou KaiORCID,Chen Wen-BoORCID,Wu Pei-Chen,Yin Jian-Hua

Publisher

Elsevier BV

Reference60 articles.

1. Analytical layer-element solution to axisymmetric consolidation of multilayered soils;Ai;Comput. Geotech.,2011

2. Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM D2487–17;Astm,2017

3. Consolidation by vertical drains beneath a circular embankment under surcharge and vacuum preloading;Baral;J. Geotech. Geoenviron. Eng.,2021

4. Consolidation of fine-grained soils by drain wells by drain wells;Barron;Trans. Am. Soc. Civ. Eng.,1948

5. Smear effects of vertical drains on soft Bangkok clay;Bergado;J. Geotech. Eng.,1991

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