General kinematic boundary condition in the theory of soil filtration consolidation

Authors

  • Володимир Герус National University of Water Management and Nature Management, Rivne
  • Петро Мартинюк National University of Water Management and Nature Management, Rivne
  • Ольга Мічута National University of Water Management and Nature Management, Rivne

Keywords:

soils consolidation, subsidence, kinematic condition, Stefan problem

Abstract

The general kinematic boundary condition on the upper moving bound of soil has been proposed for
the case of its consolidation during filtration. The suggested generalization takes into account a number
of physical and chemical factors (including heat and mass transfer, chemical suffusion, mechanical
suffusion, thermal expansion of soil, etc.) without changing the form of the kinematic boundary condition.

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Published

2018-11-22

How to Cite

Герус, В., Мартинюк, П., & Мічута, О. (2018). General kinematic boundary condition in the theory of soil filtration consolidation. PHYSICO-MATHEMATICAL MODELLING AND INFORMATIONAL TECHNOLOGIES, (22), 23–30. Retrieved from https://fmmit.lviv.ua/index.php/fmmit/article/view/66

Issue

No. 22 (2015): Physico-mathematical modeling and informational technologies, 2015, Issue 22

Section

Articles