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Statements

Subject Item
n2:RIV%2F62304178%3A_____%2F11%3A%230000053%21RIV14-MPO-62304178
rdf:type
n14:Vysledek skos:Concept
dcterms:description
Use of a sliding joint is an effective method to decrease the stress in foundation structure where there is a horizontal deformation of subsoil (areas afflicted with underground mining) or horizontal deformation of a foundation structure (pre-stressed foundations, creep, shrinkage, temperature deformation). A convenient material for a sliding joint is a bitumen asphalt belt. Experiments for different types of bitumen belts were undertaken at the Faculty of Civil Engineering - VSB Technical University of Ostrava in 2008. This year an extension of the 2008 experiments is in progress and the shear resistance of a slide joint is being tested as a function of temperature in a temperature controlled room. Use of a sliding joint is an effective method to decrease the stress in foundation structure where there is a horizontal deformation of subsoil (areas afflicted with underground mining) or horizontal deformation of a foundation structure (pre-stressed foundations, creep, shrinkage, temperature deformation). A convenient material for a sliding joint is a bitumen asphalt belt. Experiments for different types of bitumen belts were undertaken at the Faculty of Civil Engineering - VSB Technical University of Ostrava in 2008. This year an extension of the 2008 experiments is in progress and the shear resistance of a slide joint is being tested as a function of temperature in a temperature controlled room. Use of a sliding joint is an effective method to decrease the stress in foundation structure where there is a horizontal deformation of subsoil (areas afflicted with underground mining) or horizontal deformation of a foundation structure (pre-stressed foundations, creep, shrinkage, temperature deformation). A convenient material for a sliding joint is a bitumen asphalt belt. Experiments for different types of bitumen belts were undertaken at the Faculty of Civil Engineering - VSB Technical University of Ostrava in 2008. This year an extension of the 2008 experiments is in progress and the shear resistance of a slide joint is being tested as a function of temperature in a temperature controlled room.
dcterms:title
Sliding Joints and Soil-Structure Interaction Sliding Joints and Soil-Structure Interaction Sliding Joints and Soil-Structure Interaction
skos:prefLabel
Sliding Joints and Soil-Structure Interaction Sliding Joints and Soil-Structure Interaction Sliding Joints and Soil-Structure Interaction
skos:notation
RIV/62304178:_____/11:#0000053!RIV14-MPO-62304178
n14:predkladatel
n16:ico%3A62304178
n3:aktivita
n17:P
n3:aktivity
P(FR-TI2/746)
n3:cisloPeriodika
58
n3:dodaniDat
n5:2014
n3:domaciTvurceVysledku
n7:5750148 n7:9710795 n7:7100353 n7:4747798
n3:druhVysledku
n18:J
n3:duvernostUdaju
n4:S
n3:entitaPredkladatele
n12:predkladatel
n3:idSjednocenehoVysledku
229872
n3:idVysledku
RIV/62304178:_____/11:#0000053
n3:jazykVysledku
n11:cze
n3:klicovaSlova
Pre-stressed foundations, sliding joint, soil-structure interaction, subsoil horizontal deformation
n3:klicoveSlovo
n6:soil-structure%20interaction n6:Pre-stressed%20foundations n6:subsoil%20horizontal%20deformation n6:sliding%20joint
n3:kodStatuVydavatele
GB - Spojené království Velké Británie a Severního Irska
n3:kontrolniKodProRIV
[581DE7AAF276]
n3:nazevZdroje
World Academy of Science, Engineering and Technology
n3:obor
n8:JN
n3:pocetDomacichTvurcuVysledku
4
n3:pocetTvurcuVysledku
4
n3:projekt
n15:FR-TI2%2F746
n3:rokUplatneniVysledku
n5:2011
n3:svazekPeriodika
2011
n3:tvurceVysledku
Janulíková, M. Čajka, Radim Matečková, P. Stará, M.
s:issn
2010-376X
s:numberOfPages
4