Relevant bibliographies by topics / Durability of culverts

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Conference papers

Academic literature on the topic 'Durability of culverts'

Author: Grafiati
Published: 4 June 2021
Last updated: 5 February 2022

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Journal articles on the topic "Durability of culverts"

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Wysokowski, Adam. "Durability and modern technologies of strengthening culverts and animal crossings." MATEC Web of Conferences 284 (2019): 01007. http://dx.doi.org/10.1051/matecconf/201928401007.

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The paper discusses selected issues regarding to repair and reinforcing methods of the of culverts and animal crossing structures. Information was also provided on materials used for construction, and renovation of culverts. In addition, the paper discusses the most commonly used technologies of reinforcing and reconstructing these objects. Particular attention has been paid to the ways of selecting the reinforcement method and systems, taking into account the properties of the materials used in the renovation of these structures. In addition, the paper, according to the author, arranges also
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Liu, Yalin, Anton K. Schindler, and James S. Davidson. "Finite-Element Modeling and Analysis of Early-Age Cracking Risk of Cast-In-Place Concrete Culverts." Transportation Research Record: Journal of the Transportation Research Board 2672, no. 27 (2018): 24–36. http://dx.doi.org/10.1177/0361198118774157.

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Extensive cracking was found in several cast-in-place concrete culverts in Alabama. This condition can decrease the long-term durability of the culverts. Early-age stress development in concrete is influenced by temperature changes, modulus of elasticity, stress relaxation, shrinkage, thermal coefficient of expansion, and the degree of restraint. The objective of this study is to determine means to mitigate early-age cracking in culverts by evaluating the cracking risk. Finite-element analysis was used to model the early-age stress by accounting for the following factors: construction sequenci
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Abel, Tomasz. "Laboratory tests of soil-shell structures made of GRP - an evaluation of the soil medium." E3S Web of Conferences 45 (2018): 00002. http://dx.doi.org/10.1051/e3sconf/20184500002.

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Soil-shell structures have been widely used for many years in road and network constructions where there are collisions of transport linear structures. A benefit of using such structures is the speed of construction and the durability of the materials used. Despite the wide use of different types of materials, in particular steel shells, new material solutions are still being sought. One material that has been used successfully for many years in the construction of underground network facilities is plastic from the group of duroplasts. Composite profiles with cross-sections reaching up to 3.0
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Hensley, Scott I., and Phil Perry. "Long-Term Durability Study: Long-Span Structures." Transportation Research Record: Journal of the Transportation Research Board 1736, no. 1 (2000): 62–70. http://dx.doi.org/10.3141/1736-09.

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Well over 2,000 long-span structural plate structures have been constructed in the United States over the past 25 years, both as grade-separation structures and culverts. Long-span structural plate structures are short-span bridges defined in the AASHTO Standard Specifications for Highway Bridges, Section 12, as structural plate structures (pipe, pipe-arch, and arch) that exceed the maximum sizes imposed by Article 12.6 on flexibility factor limits. Both applications have the potential to subject the long-span structure to corrosive action from runoff and deicing chemicals and also to abrasion
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Васильев А. А. та Дашкевич С. В. "ОЦЕНКА СКОРОСТИ ДЕГРАДАЦИИ ЖЕЛЕЗОБЕТОННЫХ ВОДОПРОПУСКНЫХ ТРУБ". World Science 2, № 7(35) (2018): 15–22. http://dx.doi.org/10.31435/rsglobal_ws/12072018/6007.

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 Based on a long-term studies and research: the changes of carbonization in time along the cross-section of concrete of various classes in strengths; its effect on the change of the protective properties of concrete in relation to steel reinforcement; the conditions of steel reinforcement and concrete of the protective layer,- the graphical dependences have been obtained, allowing to estimate and predict the depth of corrosion damage of steel reinforcement; the average rate of its corrosion, the time of the onset critical damage to steel reinforcement and the formati
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Guades, Ernesto, Henrik Stang, Gregor Fisher, and Jacob Schmidt. "Hybrid fibre-reinforced geopolymer (HFRG) composites as an emerging material in retrofitting aging and seismically-deficient concrete and masonry structures." MATEC Web of Conferences 289 (2019): 04003. http://dx.doi.org/10.1051/matecconf/201928904003.

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Fibre-reinforced polymer (FRP) systems have recently become popular in repairing concrete or masonry structures because of their inherent advantages. In spite of these benefits, FRPs have drawbacks having low fire resistance, poor environmental sustainability and incompatibilty with the substrate concrete. The effort to address these issues has led to the development of an emerging strain hardening cementitious (SHC) material using an inorganic polymer known as hybrid fibre-reinforced geopolymer (HFRG) composites. Compared with cement-based SHC composites, HFRG has better bond performance to c
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7

LUCHKO, J. J., and V. V. KOVALCHUK. "TECHNICAL CONDITION OF CORRUGATED METAL TRANSPORT STRUCTURES." Bridges and tunnels: Theory, Research, Practice, no. 19 (August 28, 2021): 38–50. http://dx.doi.org/10.15802/bttrp2021/233873.

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Purpose. The purpose of the work is to establish the real technical condition of transport structures made of corrugated metal structures on the basis of the analysis of scientific and technical sources.And to analyze the experience of operation of metal corrugated structures in the soil environment and to form and generalize the problems of ensuring the reliability and durability of structures made of metal corrugated structures in the conditions of operation on railways and highways of Ukraine. Methodology. To achieve this goal, a review of scientific and technical sources and regulations of
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8

Pasupathy, Kirubajiny, Marita Berndt, Jay Sanjayan, Pathmanathan Rajeev, and Didar Singh Cheema. "Durability of low‑calcium fly ash based geopolymer concrete culvert in a saline environment." Cement and Concrete Research 100 (October 2017): 297–310. http://dx.doi.org/10.1016/j.cemconres.2017.07.010.

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9

Haghani, Reza, Jincheng Yang, Marte Gutierrez, Christopher D. Eamon, and Jeffery Volz. "Fiber Reinforced Polymer Culvert Bridges—A Feasibility Study from Structural and LCC Points of View." Infrastructures 6, no. 9 (2021): 128. http://dx.doi.org/10.3390/infrastructures6090128.

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Soil–steel composite bridges (SSCB) have become increasingly popular for short-span bridges as an alternative to concrete slab bridges mainly due to their low initial cost, rapid manufacture, simplified construction, and geometrical adaptability. SSCBs have a variety of applications and can be used over waterways or roadways. While conventional bridges tend to lose their load-carrying capacity due to degradation, SSCBs gain strength because of backfill soil consolidation. However, the load carrying capacity and integrity of such structures highly depends on the condition and load-carrying capa
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Badoyan, Narek, Ludmila Shepeteva, and Konstantin Pugin. "Estimation of the efficiency of gabion structures in the road construction." Russian journal of transport engineering 5, no. 4 (2018). http://dx.doi.org/10.15862/05sats418.

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This research paper is devoted to the topic of gabion structures in the road construction. Nowadays, gabion structures are one of the key tools to protect beach line, caving, strengthening slopes of embankments and depressions, slopes, ravines and other road and bridge structures. The world experience shows that gabion structures are one of the most universal, effective and perspective structures used in construction of road and bridges. In this article gabions are considered as strengthening of culvert heads. In the work are presented the theoretical aspects of these constructions and analysi
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Dissertations / Theses on the topic "Durability of culverts"

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Al, Tarawneh Bashar K. "Inspection, durability, and risk assessment of highway culverts." Ohio : Ohio University, 2005. http://www.ohiolink.edu/etd/view.cgi?ohiou1177613239.

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AL, Tarawneh Bashar K. "Inspection, durability, and risk assessment of highway culverts." Ohio University / OhioLINK, 2005. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1177613239.

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Garcia-Ruiz, Johnnatan A. "Service Life Assessment of Culverts in Ohio." Ohio University / OhioLINK, 2016. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1470833987.

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Akhoondan, Mersedeh. "Corrosion Evaluation and Durability Estimation of Aluminized Steel Drainage Pipes." Scholar Commons, 2012. http://scholarcommons.usf.edu/etd/4273.

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Aluminized steel pipes are expected to have a long service life, e.g. 75 years. Spiral ribbed aluminized pipes (SRAP) have been widely specified and used by the Florida Department of Transportation (FDOT) for drainage of runoff water. Confidence in the long term durability of SRAP has been challenged by recent unexpected early corrosion failures in various Florida locations. SRAP premature corrosion incidents have occurred in two modalities. Mode A has taken place in near-neutral soil environments and has often been associated with either gross manufacturing defects (i.e. helical cuts) or corr
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Books on the topic "Durability of culverts"

1

Durability, strength, and analysis of culverts and tunneling machines. Transportation Research Board, National Research Council, 1986.

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Conference papers on the topic "Durability of culverts"

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Chijiwa, N., X. Zhu, H. Ohno, S. Tanabe, K. Nakarai, and K. Maekawa. "Delayed Shear Crack Formation of Shallow RC Box Culverts in Service." In 10th International Conference on Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures. American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479346.184.

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