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  • Using of sliding joint is one of the possible options to solution of problem associated with horizontal deformation of the subsoil which causes shear stress in the footing bottom. This horizontal deformation can arise from the effect of undermining but the same effect of foundation also has pre-stressing of foundation or creep or shrinkage of concrete. We can reinforce foundation or we can use the knowledge about sliding joints to solution these effects. Sliding joint is applied between foundation and concrete base layer and it is created from asphalt belt or another material which can help to reduce shear stress on the contact surfaces between foundation and subsoil. Today a lot of new materials exist which can be used for reducing shear stress in foundations. Different types of asphalt belts or other modern materials are tested at the Faculty of Civil Engineering VSB TU Ostrava at different loads and at different temperatures. The effect of ambient temperature is monitored to better description of temperature dependency of all materials. Long-term goal of this research is to simplify process of design buildings with sliding joint and to help designer with right choice of the most advantageous material. The results and conclusion from the test are presented in this paper.
  • Using of sliding joint is one of the possible options to solution of problem associated with horizontal deformation of the subsoil which causes shear stress in the footing bottom. This horizontal deformation can arise from the effect of undermining but the same effect of foundation also has pre-stressing of foundation or creep or shrinkage of concrete. We can reinforce foundation or we can use the knowledge about sliding joints to solution these effects. Sliding joint is applied between foundation and concrete base layer and it is created from asphalt belt or another material which can help to reduce shear stress on the contact surfaces between foundation and subsoil. Today a lot of new materials exist which can be used for reducing shear stress in foundations. Different types of asphalt belts or other modern materials are tested at the Faculty of Civil Engineering VSB TU Ostrava at different loads and at different temperatures. The effect of ambient temperature is monitored to better description of temperature dependency of all materials. Long-term goal of this research is to simplify process of design buildings with sliding joint and to help designer with right choice of the most advantageous material. The results and conclusion from the test are presented in this paper. (en)
Title
  • Modern Sliding Joints in Foundations of Concrete and Masonry Structures
  • Modern Sliding Joints in Foundations of Concrete and Masonry Structures (en)
skos:prefLabel
  • Modern Sliding Joints in Foundations of Concrete and Masonry Structures
  • Modern Sliding Joints in Foundations of Concrete and Masonry Structures (en)
skos:notation
  • RIV/61989100:27120/14:86089650!RIV15-MSM-27120___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • V
http://linked.open...iv/cisloPeriodika
  • 2014
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
http://linked.open...dnocenehoVysledku
  • 30049
http://linked.open...ai/riv/idVysledku
  • RIV/61989100:27120/14:86089650
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Sliding joint, asphalt belt, foundation structures, footing bottom (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...odStatuVydavatele
  • US - Spojené státy americké
http://linked.open...ontrolniKodProRIV
  • [873AB3EDCDD5]
http://linked.open...i/riv/nazevZdroje
  • International Journal of Mechanics
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...UplatneniVysledku
http://linked.open...v/svazekPeriodika
  • 8
http://linked.open...iv/tvurceVysledku
  • Janulíková, Martina
  • Mynarčík, Petr
issn
  • 1998-4448
number of pages
http://localhost/t...ganizacniJednotka
  • 27120
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