Wyniki wyszukiwania dla: DIKE%20EXPERIMENT

• Overflowing tests at the Polish DredgDikes research dike – stability of the dike surface against erosion

  Publikacja

  • J. Olschewski
  • S. Cantré
  • F. Saathoff
  • R. Duszyński
  • R. Ossowski

  - Engineering Structures and Technologies - Rok 2014

  In the project DredgDikes the different research dike embankments were tested with respect to overflowing water induced erosion. Therefore, flumes were installed on the land side embankments in which the effect of overflowing water on the vegetated surface was investigated. On the Polish DredgDikes research dike near Gdansk, Poland, two parallel flumes were installed and the surface of the dike made of different mixtures of...

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• Petroleum Geology and Experiment

  Czasopisma

  ISSN: 1001-6112

• Stability analysis of a dike constructed of anthropogenic materials

  Publikacja

  • A. Danilewicz

  - Rok 2017

  Numerical analyses of stability are presented for a hypothetical dikes constructed of dredged materials and bottom ash, in varying proportions. The paper is related to the international research project DredgDikes, which focused on the use of anthropogenic materials in dikes construction and flood protection. The aim of this project was to investigate the possibility of using anthropogenic materials from rivers and sea dredging...

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• Numerical simulations of overflow experiments on a model dike

  Publikacja

  • W. Tisler
  • W. Gorczewska-Langner
  • R. Ossowski
  • M. Cudny
  • A. Szymkiewicz

  - MATEC Web of Conferences - Rok 2019

  Dike failure due to overtopping is one of the important factors, which should be considered in the dike designing process. Although the overflow is characterized by the relatively low risk of occurrence, in many cases dikes are totally destroyed or seriously damaged. An interesting phenomenon occurring during overflow is the trapping of air in pores of the unsaturated soil material. As the infiltration progresses from all sides,...

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• Experiment-A Journal of Russian Culture

  Czasopisma

  ISSN: 1084-4945 , eISSN: 2211-730X

• Status of the MPD Experiment at JINR

  Publikacja

  • A. Kisiel
  • R. S. Romaniuk

  - Journal of Physics : Conference Series - Rok 2020

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• The CMS experiment at the CERN LHC

  Publikacja

  • T. Collaboration
  • S. Chatrchyan
  • G. Hmayakyan
  • V. Khachatryan
  • A. Sirunyan
  • W. Adam
  • T. Bauer
  • T. Bergauer
  • H. Bergauer
  • M. Dragicevic... i 2021 innych

  - Journal of Instrumentation - Rok 2008

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• Numerical simulation of grouding experiment

  Publikacja

  • K. Niklas

  - Rok 2010

  Jednym z możliwych sposobów zwiększenia odporności kon strukcji statku na kolizje jest zaprojektowania jej w taki sposób, aby podczas zderzenia absorbowała możliwie dużą ilość energii. Jednym z nowych pomysłów jest idea, będąca tematem projektu CORET (EUREKA E!3614), zwiększenia odporności na rozdarcie poszycia poprzez dodanie do obecnej konstrukcji półelastycznej polimerowo-betonowej bariery ochronnej. Proces projektowania nowej...

• Geotechnical Aspects of Dike Construction Using Soil-Ash Composites

  Publikacja

  • Z. Sikora
  • R. Ossowski

  - Procedia Engineering - Rok 2013

  An analysis of using of anthropogenic materials, mainly ashes from Coal Combustion Products (CCP), for dike construction is shown. Perspectives of anthropogenic materials application in geotechnical engineering and their advantages in sense of the carbon dioxide reduction are discussed. According to regulations of Kioto Protocol 2005 and EU agreement “Energy Roadmap 2050” recycled materials have higher usage priority than natural...

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• Mechanical Properties of a Dike Formed from a Soil-ash Composite

  Publikacja

  • R. Ossowski
  • K. Gwizdała

  - Rok 2017

  The paper presents the research results on application of composite soils for dike construction. The composite soil is produced by mixing bottom ash (by-product of energetics) with dredged material (sand) taken from the mouth of The Vistula river. The optimum composite for dike core was chosen with respect to mechanical parameters: high internal friction angle, good compaction and reduced hydraulic conductivity. The test dike was...

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