About: Passive Earth Pressure in Non-Cohesive Soils, Calculation and Measurement     Goto   Sponge   NotDistinct   Permalink

An Entity of Type : http://linked.opendata.cz/ontology/domain/vavai/Vysledek, within Data Space : linked.opendata.cz associated with source document(s)

AttributesValues
rdf:type
Description
  • Článek se zabývá probíhajícím výzkumem (experimentální i numerický) zemních tlaků s využitím originálního experimentálního zařízení na středně velké vzorky. Rekonstrukce zařízení během roku 2003 umožnila pohyby čelní stěny zařízeni (rotace/posun) s požadovanou libovolnou pomalou rychlostí. Obě složky zemního tlaku (normálová i smyková) byly na čelní stěně zařízení průběžně automaticky monitorovány pomocí dvousložkových snímačů a stejně tak byly monitorovány posuny čelní stěny. Příspěvek presentuje výsledky dvou dlouhodobých fyzikálních pokusů a jejich analýzu. Pohyb čelní stěny dopředu či dozadu aktivoval patřičný zemní tlak, který byl numericky modelován nelineárním výpočtem jednak ve vlastním programu SIFEL a dále pak v programu ADINA. (cs)
  • Both experimental and numerical research of earth pressure is in progress using an original medium size experimental stand and advanced original software. The stand reconstructed during 2003 makes it possible to move the front (retaining) wall arbitrarily (rotation about the toe on top and translation) with the required arbitrarily slow velocity. Both components (normal and shear) on the pressure on the front wall are monitored simultaneously and continuously by two-component sensors. Also the displacement of the front retaining wall is monitored automatically and continuously. The paper will present the results of two physical long-term experiments and theirs back analysis. Moving of rigid wall onwards or backwards respectively activated the quality of the pressure. Numerical modelling, based on the comprehensive non-linear analysis, was partially provided using self developed code SIFEL, partially employing ADINA professional computer code.
  • Both experimental and numerical research of earth pressure is in progress using an original medium size experimental stand and advanced original software. The stand reconstructed during 2003 makes it possible to move the front (retaining) wall arbitrarily (rotation about the toe on top and translation) with the required arbitrarily slow velocity. Both components (normal and shear) on the pressure on the front wall are monitored simultaneously and continuously by two-component sensors. Also the displacement of the front retaining wall is monitored automatically and continuously. The paper will present the results of two physical long-term experiments and theirs back analysis. Moving of rigid wall onwards or backwards respectively activated the quality of the pressure. Numerical modelling, based on the comprehensive non-linear analysis, was partially provided using self developed code SIFEL, partially employing ADINA professional computer code. (en)
Title
  • Passive Earth Pressure in Non-Cohesive Soils, Calculation and Measurement
  • Passive Earth Pressure in Non-Cohesive Soils, Calculation and Measurement (en)
  • Pasivní zemní tlak v nesoudržných zeminách, výpočty a měření (cs)
skos:prefLabel
  • Passive Earth Pressure in Non-Cohesive Soils, Calculation and Measurement
  • Passive Earth Pressure in Non-Cohesive Soils, Calculation and Measurement (en)
  • Pasivní zemní tlak v nesoudržných zeminách, výpočty a měření (cs)
skos:notation
  • RIV/68407700:21110/04:01131209!RIV08-GA0-21110___
http://linked.open.../vavai/riv/strany
  • 293;297
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GA103/02/0956)
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
  • 578939
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21110/04:01131209
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • lateral pressures; non-linear computation; numerical modelling; passive pressure; physical modelling (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [407EE15DB359]
http://linked.open...v/mistoKonaniAkce
  • Singapur
http://linked.open...i/riv/mistoVydani
  • Dordrecht
http://linked.open...i/riv/nazevZdroje
  • Computational Methods
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Koudelka, Tomáš
  • Koudelka, P.
  • Kuklík, Pavel
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
http://purl.org/ne...btex#hasPublisher
  • Springer-Verlag
https://schema.org/isbn
  • 1-4020-3952-2
http://localhost/t...ganizacniJednotka
  • 21110
Faceted Search & Find service v1.16.118 as of Jun 21 2024


Alternative Linked Data Documents: ODE     Content Formats:   [cxml] [csv]     RDF   [text] [turtle] [ld+json] [rdf+json] [rdf+xml]     ODATA   [atom+xml] [odata+json]     Microdata   [microdata+json] [html]    About   
This material is Open Knowledge   W3C Semantic Web Technology [RDF Data] Valid XHTML + RDFa
OpenLink Virtuoso version 07.20.3240 as of Jun 21 2024, on Linux (x86_64-pc-linux-gnu), Single-Server Edition (126 GB total memory, 77 GB memory in use)
Data on this page belongs to its respective rights holders.
Virtuoso Faceted Browser Copyright © 2009-2024 OpenLink Software