Please use this identifier to cite or link to this item:https://hdl.handle.net/20.500.12259/86482
Type of publication: Straipsnis konferencijos medžiagoje Clarivate Analytics Web of Science ar/ir Scopus / Article in Clarivate Analytics Web of Science or Scopus DB conference proceedings (P1a)
Field of Science: Aplinkos inžinerija / Environmental engineering (T004)
Author(s): Šadzevičius, Raimondas;Sankauskienė, Tatjana;Mikuckis, Feliksas
Title: Limit deformations of retaining walls in Lithuanian hydroschemes
Is part of: Civil engineering'13 : 4th international scientific conference, Latvia University of Agriculture, May 16-17, 2013: proceedings. Jelgava: Latvia University of Agriculture, 2013, vol. 4, part 1
Extent: p. 336-340
Date: 2013
Keywords: Retaining walls;Limit deformation;Hydroschemes
Abstract: In accordance with Standard STR 2.05.04:2003 all deformations of hydraulic structures are diviJt J groups: 1) main - deformations of whole structure and 2) local - deformations of joints, su} Retaining walls of the used hydraulic structures are under the influence of climatic condition s. pressure and other types of loads. Deformations appear because of the aggressive environment and t influence. The aim of the work is to evaluate the limit deformation of retaining walls on hydrosdwva The state of 14 reinforced concrete retaining walls of hydroschemes was evaluated during iht expedition in the period 2007-2012. Retaining walls of hydraulic structures in Kaunas, Marijampolė, Kėdainiai, Panevežys, Šilutė districts were examined and main deformations were determined
Internet: https://llufb.llu.lv/conference/Civil_engineering/2013/partI/Latvia_CivilEngineering2013Vol4PartI.pdf
Affiliation(s): Vytauto Didžiojo universitetas
Žemės ūkio akademija
Appears in Collections:Universiteto mokslo publikacijos / University Research Publications

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