About: Stanovení osové tuhosti geosyntetik pro numerické modelování - část 1     Goto   Sponge   NotDistinct   Permalink

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  • The paper provides one of most parameter that is in geosynthetics reinforced soil walls modelling required. Axial stiffness of geosynthetics reinforcement is used for conversion of strain to reinforcement loads as well as in new working stress design method. This approach known as K-Stiffness method was developed in North America due to conservatism in design practise. The principles of this method are here summarized as well.
  • The paper provides one of most parameter that is in geosynthetics reinforced soil walls modelling required. Axial stiffness of geosynthetics reinforcement is used for conversion of strain to reinforcement loads as well as in new working stress design method. This approach known as K-Stiffness method was developed in North America due to conservatism in design practise. The principles of this method are here summarized as well. (en)
  • The paper provides one of most parameter that is in geosynthetics reinforced soil walls modelling required. Axial stiffness of geosynthetics reinforcement is used for conversion of strain to reinforcement loads as well as in new working stress design method. This approach known as K-Stiffness method was developed in North America due to conservatism in design practise. The principles of this method are here summarized as well. (cs)
Title
  • Stanovení osové tuhosti geosyntetik pro numerické modelování - část 1
  • Determination of axial stiffness of the geosynthetics reinforcement for numerical modelling - part 1 (en)
  • Stanovení osové tuhosti geosyntetik pro numerické modelování - část 1 (cs)
skos:prefLabel
  • Stanovení osové tuhosti geosyntetik pro numerické modelování - část 1
  • Determination of axial stiffness of the geosynthetics reinforcement for numerical modelling - part 1 (en)
  • Stanovení osové tuhosti geosyntetik pro numerické modelování - část 1 (cs)
skos:notation
  • RIV/00216305:26110/08:PU78391!RIV10-MSM-26110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • Z(MSM0021630519)
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
  • 397050
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/08:PU78391
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • geotechnics, reinforced soil (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [0E13B669EDB2]
http://linked.open...v/mistoKonaniAkce
  • Brno
http://linked.open...i/riv/mistoVydani
  • Brno
http://linked.open...i/riv/nazevZdroje
  • Česko-slovenská konference %22Stavební konstrukce z pohledu geotechniky%22
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Holý, Ondřej
  • Miča, Lumír
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
http://linked.open...n/vavai/riv/zamer
number of pages
http://purl.org/ne...btex#hasPublisher
  • Akademické nakladatelství CERM
https://schema.org/isbn
  • 978-80-7204-609-6
http://localhost/t...ganizacniJednotka
  • 26110
is http://linked.open...avai/riv/vysledek of
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