Testing the load capacity of a soil-steel box structure

Czesław Machelski; Leszek Korusiewicz

doi:10.7409/rabdim.018.011

Published: 2018-09-30

Vol. 17 No. 3 (2018)

Testing the load capacity of a soil-steel box structure

Czesław Machelski , Leszek Korusiewicz

Section: Articles

https://doi.org/10.7409/rabdim.018.011

Abstract

The deformation of the circumferential section of a box culvert shell made of corrugated steel plates is analysed. Deflections and unit strains in selected shell points were adopted as the measure of the deformation of the corrugated steel shell. The quantities were measured using inductive displacement gauges and electric resistance strain gauges. The investigations were carried out in laboratory conditions under specifically selected configurations of a distributed load. Loading intensity, surcharge thickness and the area of load action on the surcharge were adopted as variable test parameters. The effectiveness of the interaction between a geo-grid and the soil in the surcharge in reducing the deformation of the shell was analysed.

Keywords:

deformation of corrugated steel shells, laboratory testing, soil-steel structures, static loads

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Machelski, C., & Korusiewicz, L. (2018). Testing the load capacity of a soil-steel box structure. Roads and Bridges - Drogi I Mosty, 17(3), 181–191. https://doi.org/10.7409/rabdim.018.011

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References

White K., Sargand S., Masada T.: Evaluation of load rating procedure for metal culverts under shallow coil covers. Archiwum Instytutu Inżynierii Lądowej / Politechnika Poznańska, 23, 2017, 311-323
Google Scholar

Bayoglu Flener E.: Testing the response of box-type soil-steel structures under static service loads. Journal of Bridge Engineering, ASCE, 15, 1, 2010, 90-97
Google Scholar

Pettersson L.: Full scale tests and structural evaluation of soil steel flexible culverts with low height of cover. Doctoral Thesis in Civil and Architectural Engineering, Stockholm, 2007
Google Scholar

Bęben D., Mańko Z.: Badania statyczne mostu drogowego wykonanego ze stalowych blach falistych. Roads and Bridges - Drogi i Mosty, 2, 3, 2003, 17-42
Google Scholar

Machelski C., Korusiewicz L.: Deformation of buried corrugated metal box structure under railway load. Roads and Bridges - Drogi i Mosty, 16, 3, 2017, 191-201
Google Scholar

Machelski C.: Dependence of deformation of soil-steel structure on the direction of load passage. Roads and Bridges - Drogi i Mosty, 13, 3, 2014, 223-233
Google Scholar

Szcześniak W., Hypki M., Skulski B., Śledziewski K.: Badanie statyczne i dynamiczne mostu kolejowego o konstrukcji gruntowo-powłokowej. Logistyka, 6, 2014, 10252-10268
Google Scholar

Anderson A., Sundquist H., Karoumi R.: Full scale tests and structural evaluation of soil-steel flexible culverts for high-speed railways. Archiwum Instytutu Inżynierii Lądowej / Politechnika Poznańska, 12, 2012, 43-53
Google Scholar

Madaj A., Surzbecher K., Porębski R., Janusz L.: Testing of multiplate type structure under dynamic railway loads. Archiwum Instytutu Inżynierii Lądowej / Politechnika Poznańska, 12, 2012, 185-195
Google Scholar

Bayoglu Flener E., Karoumi R.: Dynamic testing of a soil-steel composite railway bridge. Engineering Structures, 31, 12, 2009, 2803-2811
Google Scholar

Regier C., Hoult N.A., Moore I.D.: Laboratory study of the behavior of a horizontal-ellipse culvert during service and ultimate load testing. Journal of Bridge Engineering, ASCE, 22, 3, 2017, 04016131-1-14, doi: 10.1061/(ASCE)BE.1943-5592.0001016
Google Scholar

Machelski C.: Sztywność powłok warstwowych obiektów gruntowo-powłokowych. Roads and Bridges - Drogi i Mosty, 10, 4, 2011, 55-78
Google Scholar

Brachman R.W.I., Moore I.D., Mak A.C.: Ultimate limit state of deep-corrugated large-span box culvert. Transportation Research Record 2201, TRB, 2010, 55-61
Google Scholar

Czerepak A., Korusiewicz L., Wysokowski A., Janusz L.: Badania w skali naturalnej modelu przepustu skrzynkowego "Box Culvert". Zeszyty Naukowo-Techniczne Stowarzyszenia Inżynierów i Techników Komunikacji Rzeczpospolitej Polskiej, Oddział w Krakowie, Seria: Materiały Konferencyjne Nr 55 (Zeszyt 105), Kraków 2003, 59-71
Google Scholar

Kunecki B., Korusiewicz L.: Laboratory test of a full-scale soil-steel box-type culvert under road loads. New Horizons and Better Practices-Proceedings of the 2007 ASCE Structures Congress, Long Beach, California, 2007
Google Scholar

Bayoglu Flener E., Sundquist H.: Full-scale testing of two corrugated steel box culverts with different crown stiffness. Archiwum Instytutu Inżynierii Lądowej / Politechnika Poznańska, 1, 2007, 35-44
Google Scholar

Wysokowski A., Veslestad J.: Full scale fatigue testing of large-diameter multi-plate corrugated steel culverts. Archives of Civil Engineering, 48, 1, 2002, 31-57
Google Scholar

Machelski C., Mumot M.: Corrugated shell displacements during the passage of a vehicle along a soil-steel structure. Studia Geotechnica at Mechanica, 4, 2016, 55-57
Google Scholar

Czesław Machelski

czeslaw.machelski@pwr.edu.pl

Affiliation:

Wrocław University of Science and Technology, Faculty of Civil Engineering, 11 Grunwaldzki Sq., 50-377 Wrocław

Leszek Korusiewicz

Affiliation:

Wrocław University of Science and Technology, Faculty of Mechanical Engineering, 5-7 Łukasiewicza St., 50-371 Wrocław

Testing the load capacity of a soil-steel box structure

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Keywords:

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