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Journal articles on the topic 'Culvert rehabilitation'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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1

Tetreault, Jacob, Neil A. Hoult, and Ian D. Moore. "Pre- and post-rehabilitation behaviour of a deteriorated horizontal ellipse culvert." Canadian Geotechnical Journal 55, no. 3 (2018): 329–42. http://dx.doi.org/10.1139/cgj-2017-0084.

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An experimental campaign was undertaken to assess the impact of deterioration and rehabilitation on the performance of corrugated steel horizontal ellipse culverts. A corrugated steel horizontal ellipse culvert was corroded using an accelerated corrosion technique and then buried up to a soil cover of 0.45 m. It was subsequently tested using simulated tandem axle loading. The culvert was then rehabilitated using the paved invert technique and tested under the same loading arrangement before being loaded up to its ultimate capacity. Results were compared with a previous study on an intact horiz

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2

Beaver, Jesse L., and Timothy J. McGrath. "Management of Utah Highway Culverts." Transportation Research Record: Journal of the Transportation Research Board 1904, no. 1 (2005): 113–23. http://dx.doi.org/10.1177/0361198105190400112.

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More than 47,000 culverts have been installed under the highways of Utah. The Utah Department of Transportation (DOT) maintains these culverts but has no comprehensive system for assessing condition and planning maintenance activities. Utah DOT initiated a study to determine the condition of its culverts by field surveys. The objective was to develop a system of qualitative and quantitative performance measures to assess both the long- and short-term behavior of highway culverts and to support the Utah DOT effort to modify and populate a computerized database designed to store culvert inspecti

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3

Mandić, Vladimir, Miloš Šešlija, Slobodan Kolaković, Srđan Kolaković, Goran Jeftenić, and Slaviša Trajković. "Mountain Road-Culvert Maintenance Algorithm." Water 13, no. 4 (2021): 471. http://dx.doi.org/10.3390/w13040471.

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The objective of this research was to determine the probability of road overtopping occurrence for a road culvert caused by surface runoff from the upstream catchment. A hydrological–hydraulic model was used for the development of an algorithm for road culvert maintenance based on the overtopping occurrence probability (CMOOP algorithm) for small mountain catchments. The hydrological model defines the regression dependence between the runoff hydrograph peak values and the probability of occurrences, whereas the hydraulic model calculates the culvert flow capacity by including in the calculatio

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4

Piratla, Kalyan R., He Jin, and Sepideh Yazdekhasti. "A Failure Risk-Based Culvert Renewal Prioritization Framework." Infrastructures 4, no. 3 (2019): 43. http://dx.doi.org/10.3390/infrastructures4030043.

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Transportation agencies are currently challenged to keep up with culvert infrastructure that is rapidly deteriorating due to lack of adequate maintenance and capital improvement. It is imperative for the transportation agencies to identify and rehabilitate deteriorated culverts prior to their failures. Among several concerns, lack of rational rehabilitation prioritization tools is foremost. Complicating this need further, current practices vary widely across the state departments of transportation (DOTs) which makes it difficult to develop a universal approach for prioritizing failing culverts

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5

Wolford, Dan, and Dean L. Sicking. "Guardrail Need: Embankments and Culverts." Transportation Research Record: Journal of the Transportation Research Board 1599, no. 1 (1997): 48–56. http://dx.doi.org/10.3141/1599-06.

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A cost-effectiveness analysis was used to study safety-treatment options for embankments and culverts on resurfacing, restoration, and rehabilitation (3R) projects. An examination of the need for cable and W-beam guardrails to shield traffic from roadside embankments and roadside culverts, respectively, was made. Average embankment and culvert accident severities were estimated using Highway Safety Information System data from Utah and Michigan. Average accident severities were calibrated through computer simulations of ran-off-road accidents. Simplified design charts were developed to allow h

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6

Massingue, Tiago, and Bennie Zietsman. "The Rehabilitation of Structures on the National Route 10 Section 12 between Upington Km 0.0 and Nakop Km134.17." MATEC Web of Conferences 199 (2018): 10003. http://dx.doi.org/10.1051/matecconf/201819910003.

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National Route 10 Section 12 is situated between Upington and Nakop at the border between South Africa and Namibia in the Northern Cape Province. As part of SANRAL’s Bridge Management System, three bridges and twenty four major in-situ cast culverts were identified to be in need of rehabilitation and/or strengthening. This paper details the condition of the existing structures as well as the methods and materials used to repair and strengthen the structures to be in a safe and serviceable condition. Due to the harsh environmental conditions, as well as the remoteness of the structures, the met

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7

Meegoda, Jay N., Thomas M. Juliano, Prasanna Ratnaweera, and Layek Abdel-Malek. "Framework for Inspection, Maintenance, and Replacement of Corrugated Steel Culvert Pipes." Transportation Research Record: Journal of the Transportation Research Board 1911, no. 1 (2005): 22–30. http://dx.doi.org/10.1177/0361198105191100103.

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A framework for inspection, rehabilitation, and replacement of corrugated steel culvert pipes (CSCP) is developed. It is expected to lead to developing a culvert information management system (CIMS), wherein justification and need are based on recent Governmental Accounting Standards Board (GASB) requirements. The CIMS will assist in evaluating infrastructure assets and facilitate comparing present costs of preserving infrastructure. Benefits include long-term savings from adopting optimized preventive maintenance strategies. CSCP condition states are used to express the extent of deterioratio

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8

Tetreault, Jacob, Ian D. Moore, Neil A. Hoult, Dicksen Tanzil, and Michael L. J. Maher. "Development of a Sustainability Evaluation System for Culvert Replacement and Rehabilitation Projects." Journal of Pipeline Systems Engineering and Practice 9, no. 2 (2018): 04018004. http://dx.doi.org/10.1061/(asce)ps.1949-1204.0000315.

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9

Tetreault, Jacob, Ian D. Moore, and Neil A. Hoult. "Laboratory Study on Effect of Grout Choice on Culvert Rehabilitation Using Sliplining." Journal of Pipeline Systems Engineering and Practice 11, no. 1 (2020): 04019044. http://dx.doi.org/10.1061/(asce)ps.1949-1204.0000420.

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10

Holder, Graham K. "Sault Ste. Marie Lock reconstruction: hydraulic model studies of the stop log emergency closure and lock filling and emptying systems." Canadian Journal of Civil Engineering 25, no. 6 (1998): 1003–40. http://dx.doi.org/10.1139/l98-033.

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In July 1987, a section of the southwest wall of Sault Ste. Marie Lock failed during a locking operation when a portion of limestone facing, 60 m by 8 m, separated from the rubble backing wall. Engineering investigations resulted in the selection of the Recreational Lock Option, involving either downsizing the lock chamber within the existing lock or constructing a new lock as the most viable solutions. A Dry Dock Option, where the lock would be used to store craft during the winter months, was also considered. However, this option was abandoned during the course of testing. The engineering in

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11

Syachrani, Syadaruddin, Hyung Seok (David) Jeong, Vajra Rai, Myung Jin Chae, and Tom Iseley. "A risk management approach to safety assessment of trenchless technologies for culvert rehabilitation." Tunnelling and Underground Space Technology 25, no. 6 (2010): 681–88. http://dx.doi.org/10.1016/j.tust.2010.05.005.

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12

Ojha, Sakunda. "Rehabilitation of Sunkoshi Small Hydropower Plant (2.6 MK), Nepal after Sequences of Natural Disaster." International Journal of Engineering Technology and Sciences 5, no. 2 (2018): 75–90. http://dx.doi.org/10.15282/ijets.v5i2.1398.

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Sunkoshi Small Hydropower Plant (SSHP) is a run-of-river type project constructed in Sunkoshi River located in Sindhupalchowk District of Bagmati zone of Central Development Region, Nepal. The plant started its commercial operation since March 2005. During the year 2014, 2015 and 2016 the plant faced series of natural disaster events; landslide at Jure village on 2 August 2014, earthquake (7.8 magnitude) on 25 April 2015, landslide dammed flood in Sunkoshi River on 11 August 2015 and Glacier Lake Outburst Flood (GLOF) in Sunkoshi River on 5 July 2016. The Jure landslide created 55 m dam across

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13

Law, T. C., and Ian D. Moore. "Response of Repaired Sewers Under Earthloads." Transportation Research Record: Journal of the Transportation Research Board 1845, no. 1 (2003): 173–81. http://dx.doi.org/10.3141/1845-19.

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The trenchless rehabilitation of damaged rigid sewers has become a competitive alternative to conventional methods of pipeline replacement. However, buckling caused by fluid load is identified as the important limit state in the current pipe-liner design standard, while the contribution of the damaged rigid host pipe in the assessment of resistance to earth loads as well as disturbance to the liner (e.g., vehicle loads) is neglected. Fullscale testing in the laboratory is used to investigate the soil–host and pipe–liner interaction. Two host-pipe–liner systems are examined. The first system in

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14

Favaro, Corinna, Jonathan W. Moore, John D. Reynolds, and Michael P. Beakes. "Potential loss and rehabilitation of stream longitudinal connectivity: fish populations in urban streams with culverts." Canadian Journal of Fisheries and Aquatic Sciences 71, no. 12 (2014): 1805–16. http://dx.doi.org/10.1139/cjfas-2014-0199.

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Riverine connectivity is important to the persistence of fish communities, but culverts may impede fish movements to varying degrees and in both directions. Baffles can be installed in culverts to mitigate upstream connectivity loss; however, evaluation of their effectiveness is limited. To examine the potential impacts of culverts and their potential rehabilitation with baffles, we sampled fish populations in 26 streams that contained either (i) nonbaffled culverts or (ii) baffled culverts or (iii) lacked culverts (reference streams) in Metro Vancouver, British Columbia, Canada. Using mixed e

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15

Saad, Dina A., and Tarek Hegazy. "Economic optimization for the rehabilitation of co-located mixed assets." Canadian Journal of Civil Engineering 44, no. 10 (2017): 820–28. http://dx.doi.org/10.1139/cjce-2016-0509.

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Managing the rehabilitation of co-located infrastructure assets (pavements, pipelines, culverts, etc.) has become a major challenge for municipalities due to the varying rehabilitation requirements of these assets and the need for better coordination of rehabilitation works. Yet, most of the existing fund-allocation methods are not structured to address co-located infrastructure rehabilitation work in a systematic manner. This paper, therefore, extends the enhanced benefit-cost analysis (EBCA) optimization method that was developed earlier for a single asset type, to the case of co-located ass

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16

Masada, Teruhisa, Abdul Fekrat, and John Hurd. "Structural Performance of Deteriorated Metal Culverts Rehabilitated Through Invert Concrete Paving." Transportation Research Record: Journal of the Transportation Research Board 2674, no. 3 (2020): 248–57. http://dx.doi.org/10.1177/0361198120910151.

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Corrugated metal culverts have been used to convey surface drainage under local streets and major highways all over North America. Inverts of these culverts often deteriorate over time as they are constantly exposed to potentially harsh flow conditions. Invert concrete paving has been a traditional treatment used by roadway departments to rehabilitate metal culverts of which the bottoms are heavily rusted and beginning to perforate. The benefit of this rehabilitation method is clear from the hydraulic aspect but not from the structural aspect. A study was carried out recently for the Ohio Depa

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17

Tighe, Susan L., James Smith, Brian Mills, and Jean Andrey. "Evaluating Climate Change Impact on Low-Volume Roads in Southern Canada." Transportation Research Record: Journal of the Transportation Research Board 2053, no. 1 (2008): 9–16. http://dx.doi.org/10.3141/2053-02.

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Information extracted from global climate models suggests that average temperatures and annual precipitation will increase over the next several decades, with potential implications for pavement performance and design. With Canadian data from the Long-Term Pavement Performance program, the Mechanistic-Empirical Pavement Design Guide was used to quantify the impacts of projected climatic changes on pavement performance of low-volume roads at six sites. A series of analyses was conducted to assess the impact of pavement structure, material characteristics, traffic loads, and changes in climate o

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18

MacDonnell, Lauren, and Pedram Sadeghian. "Experimental and analytical behaviour of sandwich composites with glass fiber-reinforced polymer facings and layered fiber mat cores." Journal of Composite Materials 54, no. 30 (2020): 4875–87. http://dx.doi.org/10.1177/0021998320939625.

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This paper presents the results of experimental and analytical studies on the behaviour of sandwich beams fabricated with layered cores and glass fiber-reinforced polymer (GFRP) composite facings. The GFRP facings were fabricated using a unidirectional fiberglass fabric and epoxy resin, and the cores were fabricated using a thin non-woven continuous-strand polyester fiber mat with a thickness of 4.1 mm. A total of 30 sandwich beams with the width of 50 mm were prepared tested with five varying core configurations including cores made with one, two, or three layers of the fiber mat core and wit

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19

Cichocki, Robert, Ian Moore, and Kevin Williams. "Steel Buried Structures: Condition, Deterioration, and Rehabilitation Approaches." Canadian Journal of Civil Engineering, March 11, 2020. http://dx.doi.org/10.1139/cjce-2019-0580.

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Buried steel structures, commonly referred to as buried bridges, culverts, or soil-steel structures are a valuable bridge crossing solution. Owners manage their bridge assets by evaluating their condition and rehabilitating as required. Ontario’s resources for managing and rehabilitating buried steel bridge structures are limited, and an investigation into the maintenance and rehabilitation practice of Ontario’s assets demonstrates a lag in their maintenance and rehabilitation. Knowledge regarding rehabilitation of these structures is dispersed and unconcise, leaving owners challenged to under

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