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Shell Deformation During the Construction of Record Span Soil-steel Buried Structure in Ras-Al-Khaimah (UAE)


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Machelski C.: Badanie konstrukcji gruntowo-powłokowych. Dolnośląskie Wydawnictwo Edukacyjne, Wrocław 2020. MachelskiC. Badanie konstrukcji gruntowo-powłokowych Dolnośląskie Wydawnictwo Edukacyjne Wrocław 2020 Search in Google Scholar

McVay M., Papadopoulos P.: Long term behavior of buried large-span culverts, Journal of Geotechnical Engineering, 112 (4) (1986) 424–442, McVayM. PapadopoulosP. Long term behavior of buried large-span culverts Journal of Geotechnical Engineering 112 4 1986 424 442 Search in Google Scholar

Machelski C.: Soil-steel structure shell displacement functions based on tensometric measurements. Studia Geotechnica et Mechanica 2/2018 p. 55–57. MachelskiC. Soil-steel structure shell displacement functions based on tensometric measurements Studia Geotechnica et Mechanica 2 2018 55 57 Search in Google Scholar

Machelski C., Michalski J.B., Janusz L.: Deformation Factors of Buried Corrugated Structures. Journal of the Transportation Research Board. Solid Mechanics. Transportation Research Board of Nationals Academies, Washington D.C. 8/2009 pp. 70–75. MachelskiC. MichalskiJ.B. JanuszL. Deformation Factors of Buried Corrugated Structures Journal of the Transportation Research Board. Solid Mechanics Transportation Research Board of Nationals Academies Washington D.C. 8 2009 70 75 Search in Google Scholar

Maleska T. and Beben D. (2019) Numerical analysis of soil-steel bridge during backfilling using various shell models. Journal Engineering Structures 196 (1) 1–12. MaleskaT. BebenD. 2019 Numerical analysis of soil-steel bridge during backfilling using various shell models Journal Engineering Structures 196 1 1 12 Search in Google Scholar

Miśkiewicz, M.; Sobczyk, B.; Tysiac, P. Non-Destructive Testing of the Longest Span Soil-Steel Bridge in Europe—Field Measurements and FEM Calculations. Materials 2020, 13, 3652. DOI: 10.3390/ma13163652 MiśkiewiczM. SobczykB. TysiacP. Non-Destructive Testing of the Longest Span Soil-Steel Bridge in Europe—Field Measurements and FEM Calculations Materials 2020 13 3652 10.3390/ma13163652 Open DOISearch in Google Scholar

Beben D.: Application of the interferometric radar for dynamic tests of corrugated steel plate (CSP) culvert. NDT & E International, Elsevier, vol.44, 2011, no. 5, pp. 405–412. Doi: 10.1016/j.ndteint.2011.04.001 BebenD. Application of the interferometric radar for dynamic tests of corrugated steel plate (CSP) culvert NDT & E International, Elsevier 44 2011 5 405 412 10.1016/j.ndteint.2011.04.001 Open DOISearch in Google Scholar

Machelski C.: The use of the collocation algorithm for estimating the deformation of soil-shell objects made of corrugated sheets. Studia Geotechnica et Mechanica 06/2020, 42 (4) p. 319–329. MachelskiC. The use of the collocation algorithm for estimating the deformation of soil-shell objects made of corrugated sheets Studia Geotechnica et Mechanica 06/2020 42 4 319 329 Search in Google Scholar

Machelski C.: Effects of surrounding earth on shell during construction of flexible bridge structure. Studia Geotechnica et Mechanica 41 (2019) No 2 p. 67–73. MachelskiC. Effects of surrounding earth on shell during construction of flexible bridge structure Studia Geotechnica et Mechanica 41 2019 2 67 73 Search in Google Scholar

Ahmed M.R., Tran V.D.H., Meguid M.A. : On the role of geogrid reinforcement in reducing earth pressure on buried pipes: experimental and numerical investigations, Soils and Foundations, 55 (3) (2015) 588–599. AhmedM.R. TranV.D.H. MeguidM.A. On the role of geogrid reinforcement in reducing earth pressure on buried pipes: experimental and numerical investigations Soils and Foundations 55 3 2015 588 599 Search in Google Scholar

Yu W.S., Li Z.L., Xie X.R., Guo L.Y. : Experimental study on earth pressure of corrugated steel culvert under high fill embankment, Applied Mechanics and Materials, 405–408 (2013) 1815–1819, YuW.S. LiZ.L. XieX.R. GuoL.Y. Experimental study on earth pressure of corrugated steel culvert under high fill embankment Applied Mechanics and Materials 405–408 2013 1815 1819 Search in Google Scholar

Vaslestad J.: Soil structure interaction of buried culverts, Institutt for Geoteknikk, Norges Tekniske Hogskole, Universitetet I Trondheim, 1990. VaslestadJ. Soil structure interaction of buried culverts, Institutt for Geoteknikk, Norges Tekniske Hogskole Universitetet I Trondheim 1990 Search in Google Scholar

Kunecki B.: (2014) Field test and tree-dimensional numerical analysis of soil-steel tunnel during backfilling. Journal of the Transportation Research Board. Solid Mechanic, 2462. KuneckiB. 2014 Field test and tree-dimensional numerical analysis of soil-steel tunnel during backfilling Journal of the Transportation Research Board. Solid Mechanic 2462 Search in Google Scholar

Machelski C.: Zmiany promienia krzywizny powłoki mostowego obiektu gruntowo-powłokowego podczas budowy. Changes of radius of curvature of a soil-shell bridge during construction. Drogi i Mosty. Road and Bridges Nr 4/2010 s. 53–72. MachelskiC. Zmiany promienia krzywizny powłoki mostowego obiektu gruntowo-powłokowego podczas budowy Changes of radius of curvature of a soil-shell bridge during construction. Drogi i Mosty. Road and Bridges 4 2010 53 72 Search in Google Scholar

Korusiewicz L.: Weryfikacja metody szacowania momentów zginających w obiektach gruntowo-powłokowych na podstawie deformacji powłoki. Verification of the method of estimating bending moments in soil-shell structures on the basis of shell deformation. Drogi i Mosty. Road and Bridges 15 (2016) p. 221–230. KorusiewiczL. Weryfikacja metody szacowania momentów zginających w obiektach gruntowo-powłokowych na podstawie deformacji powłoki. Verification of the method of estimating bending moments in soil-shell structures on the basis of shell deformation Drogi i Mosty. Road and Bridges 15 2016 221 230 Search in Google Scholar

Pettersson L. Flaner E.B, and Sundquist H.: (2015) Design of soil-steel composite bridges. Structural Engineering International 25 (2) 159–192. PetterssonL. FlanerE.B SundquistH. 2015 Design of soil-steel composite bridges Structural Engineering International 25 2 159 192 Search in Google Scholar

Sobótka, M., Łydżba, D. (2019). Live load effect in soil-steel flexible culvert: role of apparent cohesion of backfill. European Journal of Environmental and Civil Engineering, 1–15. SobótkaM. ŁydżbaD. 2019 Live load effect in soil-steel flexible culvert: role of apparent cohesion of backfill European Journal of Environmental and Civil Engineering 1 15 Search in Google Scholar

Wadi A., Pettersson L., Karoumi R.: Flexible culverts in sloping terrain. Numerical simulation of avalanch load effects. Enginering Structure 2015; 101; 111–24 WadiA. PetterssonL. KaroumiR. Flexible culverts in sloping terrain. Numerical simulation of avalanch load effects Enginering Structure 2015 101 111 24 Search in Google Scholar

Beben D. and Wrzeciono M.: (2017) Numerical analysis of soil-steel composite (SSC) culvert under static loads. Steel and Composite Structures 23 (6) 715–726. BebenD. WrzecionoM. 2017 Numerical analysis of soil-steel composite (SSC) culvert under static loads Steel and Composite Structures 23 6 715 726 Search in Google Scholar

Bęben D.: Experimental study on the dynamic impacts of service train loads on corrugated steel plate culvert. Journal of Bridge Engineering ASCE, 18(4), (2014), 339–346. BębenD. Experimental study on the dynamic impacts of service train loads on corrugated steel plate culvert Journal of Bridge Engineering ASCE 18 4 2014 339 346 Search in Google Scholar

Milewski S.: Meshless Finite Difference Method with Higher Order Approximatio-Applications in Mechanics. Arch. Comput. Methods Eng. (2012) 19 :1–49 MilewskiS. Meshless Finite Difference Method with Higher Order Approximatio-Applications in Mechanics Arch. Comput. Methods Eng. 2012 19 1 49 Search in Google Scholar

Jenkins D.A.: Non-Linear Analysis of Buried Arch Structures. Australian Structural Engineering Conference, Auckland 30–2 October 1998. JenkinsD.A. Non-Linear Analysis of Buried Arch Structures Australian Structural Engineering Conference Auckland 30–2 October 1998 Search in Google Scholar

Wadi, A. (2015). Flexible culverts in sloping terrain: Research advances and application. (Licentiate dissertation). Stockholm: KTH Royal Institute of Technology WadiA. 2015 Flexible culverts in sloping terrain: Research advances and application. (Licentiate dissertation) Stockholm KTH Royal Institute of Technology Search in Google Scholar

eISSN:
2083-831X
Język:
Angielski
Częstotliwość wydawania:
4 razy w roku
Dziedziny czasopisma:
Geosciences, other, Materials Sciences, Composites, Porous Materials, Physics, Mechanics and Fluid Dynamics