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The effect of a change in the load on the embankment crown on water level fluctuations inside the body

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EN
Abstrakty
EN
The aim of the study was to determine the influence of the load on the water accumulation embankment crown on changes in the course of the filtration curve in its body. The study was carried out with a medium-size filtration apparatus. We made a model of hydrotechnical embankment with the following dimensions. Width: base 2.0 m, crown 0.5 m. Slope inclination: waterside 1:1.5, landside 1:1. Embankment height 0.6 m, width 1.0 m, weight 900 kg. The construction material included a homogeneous mineral subsoil classified as silty medium sand (siMSa). The embankment model made in a medium-size apparatus kept the accumulation level at a height of 0.5 m. With data from the recording systems, we determined the course of the filtration curve. Next, we kept on loading and relieving the embankment crown using an actuator and a VSS plate with a diameter of 300 mm. During this process, we recorded changes in the level of the water table inside the embankment. A decrease in the water table was observed as a result of increased load. Once the load on the embankment crown was reduced, the water level inside the embankment increased. The embankment model built from natural soil works well as a structure that keeps damming water in a continuous manner. The use of drainage in the form of a stone prism at the foot of the landside slope allows protecting the slope against the negative influence of filtration (piping, liquefaction).
Wydawca
Rocznik
Tom
Strony
38--44
Opis fizyczny
Bibliogr. 22 poz., fot., rys.
Twórcy
  • University of Agriculture in Krakow, Faculty of Environmental Engineering and Lands Surveying, Department of Hydraulic Engineering and Geotechnics, al. Mickiewicza 24/28, 30-059 Kraków, Poland
Bibliografia
  • BARAN P., CHOLEWA M., KLIMEK M. 2016. Wpływ zmian stanów wody na zachowanie się modeli nasypów hydrotechnicznych wykonanych z popioło-żużla [The influence of water levels changes on the behavior of hydraulic embankments models constructed from ashslag]. Acta Scientiarum Polonorum seria Formatio Circumiectus. Vol. 15. Iss. 4 p. 41–51. DOI 10.15576/ASP.FC/2016.15.4.41.
  • BATALINI DE MACEDO M., ROSA A., AMBROGI FERREIRA DO LAGO C., MENDIONDO E.M., CARAMORI BORGES DE SOUZA V. 2017. Learning from the operation, pathology and maintenance of a bioretention system to optimize urban drainage practices. Journal of Environmental Management. Vol. 204. P. 1 p. 454–466. DOI 10.1016/j.jenvman.2017.08.023.
  • BEZUIJEN A., VASTENBURG E.W. 2013. Geosystems: Design rules and applications. 1st ed. CRC Press/Balkema. ISBN 9780367380670 pp. 164.
  • BRACHMAN R.W.I., GUDINA S. 2008. Gravel contacts and geomembrane strains for a GM/CCL composite liner. Geotextiles and Geomembranes. Vol. 26. Iss. 6 p. 448–459.
  • BRYANT R., DOERR S.H., HUNT G., CONAN S. 2007. Effects of compaction on surface water repellency. Soil Use and Management. Vol. 23 p. 238–244.
  • CHALFEN M., DĄBROWSKA J., MOLSKI T. 2008. Filtracja wody przez nowy i modernizowany wał przeciwpowodziowy Odry w Kozanowie [Seepage conditions in new projected and modernized antiflood embankment of Odra river at Kozanow]. Infrastruktura i Ekologia Terenów Wiejskich. Nr 7 p. 31–44.
  • CHEN H., HUNG W.Y., CHANG C.C., CHEN Y.J., LEE C.J. 2007. Centrifuge modeling test of a geotextile-reinforced wall with a very wet clayey backfill. Geotextiles and Geomembranes. Vol. 25. Iss. 6 p. 346–359.
  • CHOLEWA M., BARAN P. 2013. Modeling of permeability flow in embankments formed from ashslag mixture. Rocznik Ochrona Środowiska. T. 15. Cz. 1 p. 479–491.
  • CHOLEWA M., KUTIA T. 2019. Analysis of puncture strength geomembranes and geotextiles. Acta Scientiarum Polonorum. Ser. Formatio Circumiectus. Vol. 18. Iss. 4 p. 5–11.
  • HANDY R.L., SPANGLER M.G. 2006. Geotechnical engineering: Soil and foundation principles and practice. McGraw-Hill Professional Publishing. ISBN 9780071481205 pp. 904.
  • HARA D., TOBISU Y., TATSUOKA F., HIRAKAWA D. 2007. Effects of compaction on drain strength and deformation of saturated gravelly soil. Proc. 43th National Conference on Geotechnical Engineering. JGS. Hiroshima [In Japanese].
  • HSIEH C.W. 2016. 23 – Geotextiles in agriculture and aquaculture. In: Geotextiles. From design to applications. Ed. R.M. Koerner. Elsevier Ltd. p. 511–530. DOI 10.1016/B978-0-08-100221-6.00023-1.
  • MAHESHWARI B.K., GUNJAGI D.A. 2008. Filtration and clogging behavior of geotextiles with Roorkee Soils. Geotechnical and Geological Engineering. Vol. 26. Iss. 1 p. 101–107.
  • OH W.T., VANAPALLI S.K. 2010. Influence of rain infiltration on the stability of compacted soil slopes. Computers and Geotechnics. Vol. 37. Iss. 5 p. 649–657.
  • PALMEIRA E.M. 2009. Soil-geosynthetic interaction: Modelling and analysis. Geotextiles and Geomembranes. Vol. 27. Iss. 5 p. 368–390.
  • PN-EN-13043:2004. Kruszywa do mieszanek bitumicznych i powierzchniowych utrwaleń stosowanych na drogach, lotniskach i innych powierzchniach przeznaczonych do ruchu. [Aggregates for bituminous mixtures and surface treatments for roads, airfields and other traffic areas].
  • PN-S-02205:1998. Drogi samochodowe – Roboty ziemne – Wymagania i badania [Roads – Earthwork – Specification and testing].
  • SPOOR G. 2006. Alleviation of soil compaction: Requirements equipment and techniques. Soil Use and Management. Vol. 22 p. 113–122.
  • STRZELECKI T., KOSTECKI S., ŻAK S. 2008. Modelowanie przepływów przez ośrodki porowate [Modeling of flows through porous media]. Wrocław. Dolnośląskie Wydawnictwo Edukacyjne. ISBN 978-83-7125-154-2 pp. 718.
  • TATSUOKA F. 2008. Geosynthetics engineering, combining two engineering disciplines. Special Lecture. In: Geosynthetics in Civil and Environmental Engineering – Geosynthetics Asia 2008: Proceedings of the 4th Asian Regional Conference on Geosynthetics p. 1–35.
  • THUO J.N., YANG K.H., HUANG C.C. 2015. Infiltration into unsaturated reinforced slopes with nonwoven geotextile drains sandwiched in sand layers. Geosynthetics International. Vol. 22. Iss. 6 p. 457–474. DOI 10.1680/jgein.15.00026.
  • VOGEL T., VAN GENUCHTEN M.TH., CISLEROVA M. 2001. Effect of the shape of soil hydraulic properties near saturation on numerical simulation of variably-saturated flow. Advances in Water Resources. Vol. 24 p. 133‒144.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-59383dc6-24b2-4fef-ab2d-72858c40890f
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