COMPUTATION OF DEFORMATIONS OF EMBANKMENTS IN PERMAFROST AREAS

• Main Authors: E. S. Ashpiz, T. S. Vavrinuk, Е. С. Ашпиз, Т. С. Вавринюк
• Format: Article in Journal/Newspaper
• Language: Russian
• Published: Russian University of Transport (RUT) 2012
• Subjects: метод конечных элементов; railway; embankments; thawing out bedding; consolidation of foundation soil; three-layer model of foundation; finite element method; железная дорога; насыпи на слабом оттаивающем основании; консолидация грунтов основания; трехслойная модель основания; Tommot; Yakutsk; permafrost; Якутск
• Online Access: https://mirtr.elpub.ru/jour/article/view/670

The authors study deformability of embankments on weak thawing out beddings in the areas of permafrost soils. They consider impact of thermal physic processes, which change the initial temperature field during filling of embankment, and of the process of consolidation of the foundation soil. They pr...