publication . Article . 2014

research of deformation of clay soil mixtures mixtures

Girkontas, Romas; Tamošiūnas, Tadas; Savickas, Andrius;
Open Access
  • Published: 19 Dec 2014 Journal: Mokslas – Lietuvos ateitis, volume 6, pages 488-492 (issn: 2029-2341, eissn: 2029-2252, Copyright policy)
  • Publisher: Vilnius Gediminas Technical University
Abstract
The aim of this article is to determine clay soils and clay soils mixtures deformations during drying. Experiments consisted from: a) clay and clay mixtures bridges (height ~ 0,30 m, span ~ 1,00 m); b) tiles of clay and clay, sand and straw (height, length, wide); c) cylinders of clay; clay and straw; clay, straw and sand (diameter; height). According to the findings recommendations for clay and clay mixtures drying technology application were presented. During the experiment clay bridge bearing capacity and failure mode were determined. For investigations Vilnius Gediminas Technical University Civil Engineering Scientific Research Center infrastructure was used...
Subjects
free text keywords: Bearing capacity, Loam, Soil water, Straw, Deformation (mechanics), Waste management, Technical university, Materials science, Expansive clay, Geotechnical engineering, clay, sand, soil, deformation, bridges, Technology, T, Science, Q, organic mixtures
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publication . Article . 2014

research of deformation of clay soil mixtures mixtures

Girkontas, Romas; Tamošiūnas, Tadas; Savickas, Andrius;