Open AccessRESEARCH OF DEFORMATION OF CLAY SOIL MIXTURES MIXTURES / MOLINIŲ GRUNTŲ MIŠINIŲ DEFORMACIJŲ TYRIMAS
Author(s) -
Romas Girkontas,
Tadas Tamošiūnas,
Andrius Savickas
Publication year - 2014
Publication title -
mokslas - lietuvos ateitis
Language(s) - English
Resource type - Journals
eISSN - 2029-2341
pISSN - 2029-2252
DOI - 10.3846/mla.2014.690
Subject(s) - geotechnical engineering , clay soil , straw , soil water , bearing capacity , geology , soil science , chemistry , inorganic chemistry
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