Skip to main content
Fachgebiete
Automobil + Motoren Bauwesen + Immobilien Business IT + Informatik Elektrotechnik + Elektronik Energie + Nachhaltigkeit Finance + Banking Management + Führung Marketing + Vertrieb Maschinenbau + Werkstoffe Versicherung + Risiko
DE
EN
Themenseiten
Organisationspsychologie Projektmanagement Marketing Smart Manufacturing
Bücher
Zeitschriften
Weitere Formate
Podcasts Webinare Technik Webinare Wirtschaft Kongresse Veranstaltungskalender Awards
Jetzt Einzelzugang starten
Zugang für Unternehmen
Referenzkunden
ATZ-Fachkongress

Chassis.tech plus 2024


4 Kongresse in einer Veranstaltung

Treffen Sie in München die Fachleute von Chassis, Lenkung, Bremsen sowie Reifen/Räder.
Erweiterte Suche
Anmelden
nach oben
Erschienen in:
Introduction Kapitel lesen Erstes Kapitel lesen

2020 | OriginalPaper | Buchkapitel

4. Testing and Durability of Soil-Steel Bridges

verfasst von : Damian Beben

Erschienen in: Soil-Steel Bridges

Verlag: Springer International Publishing

Einloggen

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config
loading …

Abstract

The chapter contains the durability problem of soil-steel bridges. Experimental tests of road and railway bridges under normal service loads are presented. Displacements, strains, vibration velocities, frequencies, accelerations, vibration damping in soil-steel bridges are analysed in detail. Besides, the dynamic amplification factors are also shown as the one of the most important element for designing the bridges. The load rating procedure of soil-steel bridges is presented. Durability tests of the backfill corrosivity are also described including the soil resistivity testing (Wenner method) and acidity (pH value) and moisture content of backfill. Statistical interrelation between soil resistivity and pH, moisture content was performed. American, Australian and Canadian standards concerning the estimation of soil-steel bridge durability were verified and confronted with the conditions of the minimum durability as for culverts (40 years) and the service life expected as for typical bridges (100 years). At the end of the chapter, the deformation of the ground caused by the traffic live loads is shown including the damping in soil medium. In addition, the mathematic model of soil deformation is also given.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Jetzt informieren

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Jetzt informieren

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 340 Zeitschriften

aus folgenden Fachgebieten:

  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Versicherung + Risiko




Jetzt Wissensvorsprung sichern!

Jetzt informieren
Vorheriges Kapitel Corrosion Problem of Soil-Steel Bridges
Literatur
AASHTO (2002) Standard specifications for highway bridges, 17th edn. American Association of State Highway and Transportation Officials, Washington, DC
AASHTO (2003) Manual for condition evaluation of bridges, 2nd edn. American Association of State Highway and Transportation Officials, Washington, DC
AASHTO (2013) Standard specification for transportation materials and methods of sampling and testing. Part 1. American Association of State Highway and Transportation Officials. Washington, DC
AASHTO LRFD (2017) LRFD Bridge Design Specifications. American Association of State Highway and Transportation Officials. 8th Ed., Washington, D.C., 1781 p
Abaqus Theory Guide (2014) ABAQUS 6.14, Dassault Systèmes Simulia Corp, USA
Abdel-Sayed G, Bakht B, Jaeger LG (1994) Soil-steel bridges: design and construction. McGraw-Hill, Inc, New York
Åkesson B (2010) Fatigue life of riveted steel bridges. 1st ed. CRC Press
Akgül F, Frangopol DM (2004) Bridge rating and reliability correlation: comprehensive study for different bridge types. J Struct Eng 130(7):1063–1074CrossRef
Akhoondan M, Sagüés A A (2013) Unexpected corrosion of aluminized steel pipes in limestone backfill. Proceedings of international conference and expo on corrosion. National Association of Corrosion Engineers (NACE), March 17–21, Orlando, FL, pp 1–15
Antoniszyn G (2009) The strength of the steel shell situated in the ground as the main load-carrying element of the soil-shell bridge. PhD thesis, Wroclaw Univ Technol, Wroclaw
AREMA (2012) Manual for railway engineering, Chapter 1. American Railway Engineering and Maintenance-of-Way Association. Washington, DC
AS/NZS 2041 (2010) Buried corrugated metal structures. Australia/New Zeeland Standard. Sydney
Ashmawy AK, Salgado R, Guha S, Drnevich VP (1995) Soil damping and its use in dynamic analyses. Proceedings: 3rd international conference on recent advances in geotechnical earthquake engineering and soil dynamics, Apri1 2–7, 1995, Louis, Missouri, pp 35–41
AWWA (2018) American water works association. Steel pipe – a guide for design and installation, Manual M11, Fifth Edition, Denver, CO
Bakht B, Pinjarkar S G (1989) Review of dynamic testing of highway bridges. Structural Research Report SRR-89-01. Ministry of Transportation of Ontario, Downsview, Ontario
BD 12/01 (2001) Design manual for roads and bridges. Design of Corrugated Steel Buried Structures with Spans Greater than 0.9 Metres and up to 8.0 Metres. Highways Agency, London
Beben D (2005) Interaction of soil and bridge made from corrugated steel plates. PhD thesis, Opole Univ Technol, Opole, Poland
Beben D (2013a) Field performance of corrugated steel plate road culvert under normal live load conditions. J Perform Constr Facil 27(6):807–817CrossRef
Beben D (2013b) Dynamic amplification factors of corrugated steel plate culverts. Eng Struct 46:193–204CrossRef
Beben D (2013c) Experimental study on dynamic impacts of service train loads on a corrugated steel plate culvert. J Bridg Eng 18(4):339–346CrossRef
Beben D (2014a) Corrugated steel plate (CSP) culvert response to service train loads. J Perform Constr Facil 28(2):376–390CrossRef
Beben D (2014b) Backfill corrosivity around corrugated steel plate culverts. J Perform Constr Facil 29(6):376–390CrossRef
Beben D, Manko Z (2010) Dynamic testing of a soil-steel bridge. Struct Eng Mech 35(3):301–314CrossRef
Bednar L (1989) Plain galvanized steel drainage durability estimation with a modified California chart, in transportation research record 1231, Transportation Research Board, National Research Council, Washington, DC, pp 70–79
Bernstein S, Bernstein R (1999) Schaum’s outline of elements of statistics I: descriptive statistics and probability. McGraw-Hill, Inc, New York
Brady NC, Weil RR (2008) The nature and properties of soils, 14th edn. Prentice Hall, Upper Saddle River
Brinkgreve RBJ, Kappert MH, Bonnier PG (2007) Hysteretic damping in a small-strain stiffness model. In: Pande, Pietruszczak (eds) Numerirtcal Models in Geomechanics (NUMOG X), pp 737–742
Caltrans (2003) Method for estimating the service life of steel culverts (California Test 643). State of California, Department of Transportation, Sacramento, CA
Cates ME, Wittmer JP, Bouchaud J-P, Claudin P (1998) Jamming, force chains, and fragile matter. Phys Rev Lett 81(9):1841–1844CrossRef
Chai J-C, Miura N (2002) Traffic-load-induced permanent deformation of road on soft subsoil. J Geotech Geoenviron Eng 128(11):907–916CrossRef
CHBDC (2014) Canadian highway bridge design code. CAN/CSA-S6-14, Canadian Standards Association International, Mississauga, Ontario, 846 p
Chotickai P (2009) Fatigue life of steel bridges: structural evaluation and reliability-based analysis method. VDM Verlag
CSPI (2007) Handbook of steel drainage & highway constructions products. Corrugated Steel Plate Institute, Second Canadian Edition, Cambridge, Ontario, Canada
Degrande G (2002) Wave propagation in the soil: theoretical background and application to traffic induced vibrations. In: Grundmann H, Schuëller GI (eds) Proceedings of 4th international conference on structural dynamics Eurodyn 2002 September 2–5, 2002, pp 27–40
Elshimi TM (2011) Three-dimensional nonlinear analysis of deep corrugated steel culverts. PhD thesis, Queen’s Univ, Kingston, Ontario, Canada
El-Taher M (2009) The effect of wall and backfill soil deterioration on corrugated metal culvert stability. PhD thesis, Queen’s Univ, Kingston, Ontario, Canada
El-Taher M, Moore ID (2008) Finite element study of stability of corroded metal culverts. Transp Res Rec J Transp Res Board 2050:157–166CrossRef
EN 12501-1:2003 (2003) Protection of metallic materials against corrosion. Corrosion likelihood in soil. Part 1: General. European Committee for Standardization
EN 12501-2:2003 (2003) Protection of metallic materials against corrosion. Corrosion likelihood in soil. Part 2: Low alloyed and non-alloyed ferrous materials. European Committee for Standardization
EN 13242:2002+A1:2007 (2002) Aggregates for unbound and hydraulically bound materials for use in construction works and road construction. European Committee for Standardization
EN 1991-2 (2002) Eurocode 1: Actions on Structures – Part 2: Traffic Loads on Bridges. European Committee for Standardization, Brussels
EN 1993-2:2006 (2009) Eurocode 3: Design of steel structures – Part 2: Steel Bridges. European Committee for Standardization, Brussels
EN ISO 12944-2:2017 (2017) Paints and varnishes. Corrosion protection of steel structures by protective coating systems. Part 2: Classification of environments. International Organization for Standardization
Flener BE (2009) Static and dynamic behavior of soil-steel composite bridges obtained by field testing. PhD thesis, Royal Inst Technol, Stockholm, Sweden
Flener BE, Karoumi R (2009) Dynamic testing of a soil-steel composite railway bridge. Eng Struct 31(12):2803–2811CrossRef
Flener EB, Karoumi R, Sundquist H (2005) Field testing of a long-span arch steel culvert during backfilling and in service. J Struct Infrastruct Eng 1(3):181–188CrossRef
Fryba L (1999) Vibrations of solids and structures under moving loads. Thomas Telford House, LondonCrossRefMATH
Gassman SL (2005) Specifications for culvert pipe used in SCDOT highway applications. The South Carolina Dep Transport Fedl Highw Adm Univ. S Carolina, Columbia
Hardin BO, Drnevich VP (1972) Shear modulus and damping in soils: design equations and curves. J Soil Mech Found Div SM7:667–692
Hurt M, Schrock S (2016) Highway bridge maintenance planning and scheduling, 1st edn. Elsevier, San Diego
Ishibashi I, Zhang X (1993) Unified dynamic shear moduli and damping ratios of sand and clay. Soils Found 33(1):182–191CrossRef
Ishimaru A (1999) Wave propagation and scattering in random media. Wiley-IEEE Press
ISO 17892-1:2014 (2014) Geotechnical investigation and testing. Laboratory testing of soil. Part 1: Determination of water content. International Organization for Standardization
Janusz L, Madaj A (2009) Engineering structures from corrugated plates. Design and construction. Transport and Communication Publishers, Warsaw
Kettil P, Lenhof B, Runesson K, Wiberg N-E (2007) Simulation of inelastic deformation in road structures due to cyclic mechanical and thermal loads. Comput Struct 85(1–2):59–70CrossRef
Kühn B, Lukić M, Nussbaumer A, Günther H-P, Helmerich R, Herion S, Kolstein M H, Walbridge S, Androic B, Dijkstra O, Bucak Ö (2008) Assessment of existing steel structures: recommendations for estimation of remaining fatigue life. JRC Scientific and Technical Reports
Kunecki B (2006) The behavior of orthotropic cylindrical shells in the ground media under static and dynamic external loads. PhD thesis, Wroclaw Univ Technol, Wroclaw, Poland
Lanzo G, Vucetic M (1999) Effect of soil plasticity on damping ratio at small cyclic strains. Soils Found 39:131–141CrossRef
Machelski C (2008) Modelling of soil-Shell bridge structures. The Lower Silesian Educational Publishers, Wroclaw
Machelski C (2013) Construction of soil-shell structures. The Lower Silesian Educational Publishers, Wroclaw
Mai VT, Hoult NA, Moore ID (2012) Assessment of corroded corrugated steel culverts using field data. North American Society for Trenchless Technology (NASTT), No-Dig Show, Nashville, TN, March 11–15
Maleska T, Beben D (2018) The effect of mine induced tremors on seismic response of soil-steel bridges. In: Beben D, Rak A, Perkowski Z (eds) Proceedings of the environmental challenges in civil engineering, MATEC Web of Conferences 174, 04002
Maleska T, Beben D (2019) Numerical analysis of a soil-steel bridge during backfilling using various shell models. Eng Struct 196:109358CrossRef
Maleska T, Bonkowski P, Beben D, Zembaty Z (2017) Transverse and longitudinal seismic effects on soil-steel bridges, conference: 8th European workshop on the seismic behaviour of irregular and complex structures, October 2017, Bucharest, Romania
Manko Z, Beben D (2005a) Research on steel shell of a road bridge made of corrugated plates during backfilling. J Bridg Eng 10(5):592–603CrossRef
Manko Z, Beben D (2005b) Static load tests of a road bridge with a flexible structure made from super Cor type steel corrugated plates. J Bridg Eng 10(5):604–621CrossRef
Manko Z, Beben D (2008) Dynamic testing of a corrugated steel arch bridge. Can J Civ Eng 35(3):246–257CrossRef
Manual (2015) Criteria for inspection, life extension and rehabilitation of circular corrugated metal culverts. Department of Transport and Main Roads. State of Queensland, Australia
McDowell GR, Bolton MD (2001) Micro mechanics of elastic soil. Solids Found 41(6):147–152CrossRef
McGrath TJ, Moore ID, Selig ET, Webb MC, Taleb B (2002) Recommended specifications for large-span culverts. National Cooperative Highway Research Program, Transportation Research Board, Report 473. Washington, DC
Mellat P, Andersson A, Pettersson L, Karoumi R (2014) Dynamic behaviour of a short span soil–steel composite bridge for high-speed railways – field measurements and FE-analysis. Eng Struct 69:49–61CrossRef
MTMA (2000) Journal of Laws No. 63, item. 735 on the technical conditions to be met by traffic engineering objects and their location. Regulation of the Minister of Transport and Maritime Affairs, Prime Minister’s Office of Republic of Poland, Warsaw, Poland
NCHRP (2002) Assessment and rehabilitation of existing culverts. A Synthesis of Highway Practice. Synthesis 303. National Cooperative Highway Research Program, Transportation Research Board, The National Academies, Washington, DC
NCSPA (2013) Load rating and structural evaluation of in-service, corrugated steel structures. National Corrugated Steel Pipe Association, Design Sheet No. 19, Washington, DC, pp 1–12
NCSPA (2017) CSP durability guide. National Corrugated Steel Plate Association, Washington, DC
Nguyen BT, Mohajerani A (2015) The dynamic behaviour of some fine-grained subgrade soils under traffic load. Aust Geomech 50(2):45–54
Okur DV, Ansal A (2007) Stiffness degradation of natural fine grained soils during cyclic loading. Soil Dyn Earthq Eng 27:843–854CrossRef
Paultre P, Chaallal O, Proulx J (1992) Bridge dynamics and dynamics amplification factors – a review of analytical and experimental findings. Can J Civ Eng 19(2):260–278CrossRef
Pettersson L (2007) Full scale tests and structural evaluation of soil-steel flexible culverts with low height of cover. PhD thesis, Royal Inst Technol, Stockholm, Sweden
Pettersson L, Sundquist H (2014) Design of soil-steel composite bridges. TRITA-BKN Rep. No. 112, Stockholm: Royal Inst Technol, Stockholm, Sweden
PN-82/S-10052 (1982) Bridges. Steel structures. Design. Polish Committee of Standardization, Warsaw, Poland
PN-85/S-10030 (1985) Bridge structures. Loads. Polish Committee of Standardization, Warsaw, Poland
Ramberg W, Osgood WR (1943) Description of stress–strain curves by three parameters. Technical Note No. 902, National Advisory Committee For Aeronautics, Washington, DC
Reid JM, Czerewko MA, Cripps JC (2005) Sulfate specification for structural backfills. TRL Report TRL447. Wokingham, TRL Limited
Samouelian A, Cousin I, Tabbagh A, Bruand A, Richard G (2005) Electrical resistivity survey in soil science: a review. Soil Tillage Res 83(2):173–193CrossRef
Sandler IS, DiMaggio FL, Baladi GY (1974) A generalized CAP model for geological materials. Defence Nuclear Agency, Washington, DCCrossRef
Sezen H, Yeau KY, Fox PJ (2008) In-situ load testing of corrugated steel pipe-arch culverts. J Perform Constr Facil 22(4):245–252CrossRef
Vaslestad J (1990) Soil structures interaction of buried culverts. PhD thesis, Nor Inst Technol, Trondheim, Norway
Vaslestad J, Janusz L, Bednarek B (2002) Instrumental full-scale test with geogrid above crown of corrugated steel box culvert. Proceedings of the seventh international conference on Geosynthetics, Geosynthetics state of the art recent developments, 7ICG-Nice 2002, France, September 22–27
Wrana B (2008) Soil parameters in dynamic analysis. Czasopismo Techniczne Cracow Univ Technol Publisher 3:195–210
Wranglen G (1985) An introduction to corrosion and protection of metals, 2nd edn. Chapman and Hall, LondonCrossRef
Wysokowski A (2001) Durability of steel bridges as a function of fatigue and corrosion phenomena. Studies and Materials Road Bridge Res Inst, Book series S-53. Warsaw
Wysokowski A, Janusz L (2007) General conclusions based on the testing of various types of corrugated flexible structures in laboratory in natural scale. Arch Inst Civ Eng 1:273–286
Yeau KY, Sezen H (2012) Load-rating procedures and performance evaluation of metal culverts. J Bridg Eng 17(1):71–80CrossRef
Yeau KY, Sezen H, Fox PJ (2009) Load performance of in situ corrugated steel highway culverts. J Perform Constr Facil 23(1):32–39CrossRef
Yıldırım H, Ersan H (2007) Settlements under consecutive series of cyclic loading. Soil Dyn Earthq Eng 27:577–585CrossRef
Zembaty Z (1997) Vibrations of bridge structure under kinematic wave excitations. J Struct Eng 123:479–488CrossRef
Zembaty Z (2009) Tutorial on surface rotations from the wave passage effects — stochastic approach. Bull Seismol Soc Am 99(2B):1040–1049CrossRef
Metadaten
Titel
Testing and Durability of Soil-Steel Bridges
verfasst von
Damian Beben
Copyright-Jahr
2020
Buch
Soil-Steel Bridges

Print ISBN: 978-3-030-34787-1

Electronic ISBN: 978-3-030-34788-8

Copyright-Jahr: 2020

DOI
https://doi.org/10.1007/978-3-030-34788-8_4