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Showing 1 to 16 of 16 for “"cover depths"”.

  1. The Role of Earth Cover Depths and Upward Acid Diffusion on The Survival and Distribution of Vegetation on Coal Refuse Piles

    Made available in DSpace on 2014-12-14T14:37:17Z (GMT). No. of bitstreams: 1 7606981.pdf: 5142330 bytes, checksum: 3b5e7e2fbeba92b48b23c1aba276b148 (MD5) Previous issue date: 1975

    uiuc Repository record for The Role of Earth Cover Depths and Upward Acid Diffusion on The Survival and Distribution of Vegetation on Coal Refuse Piles (opens in a new tab)

  2. Subsidence Cracking of Concrete Over Steel Reinforcement Bar in Bridge Decks

    … reinforcing steel resulting in spalling of the cover concrete. Concrete specimens with 16 mm (# 5) diameter bars were cast with various cover depths, bar spacing and two concrete mixture types to determine the influence that epoxy coated reinforcement, cement type and bar spacing may have on the …

    vt Repository record for Subsidence Cracking of Concrete Over Steel Reinforcement Bar in Bridge Decks (opens in a new tab)

  3. Service life extension of reinforced concrete structures using hydrophobic impregnation

    … to insufficient quality and quantity of cover concrete resulting from inadequate mix design and poor onsite workmanship respectively. Engineers also often lack understanding of concrete durability and prescribe insufficient cover depths relative to the exposure conditions. Concrete …

    cape-town Repository record for Service life extension of reinforced concrete structures using hydrophobic impregnation (opens in a new tab)

  4. Corrosion Testing and Modeling of Chloride-Induced Corrosion Deterioration of Concrete Bridge Decks

    … linear polarization, reinforcement cover depths, chloride samples. The Virginia bridge deck was built with epoxy-coated reinforcement as top reinforcement mat and black bar as the bottom mat. The Florida bridge is a segmental prestressed box girder structure built with black bar. The …

    vt Repository record for Corrosion Testing and Modeling of Chloride-Induced Corrosion Deterioration of Concrete Bridge Decks (opens in a new tab)

  5. Modeling the Time-to Corrosion Cracking of the Cover Concrete in Chloride Contaminated Reinforced Concrete Structures

    … seven admixed chloride contents, three concrete cover depths, two reinforcing steel bar diameters, two exposure conditions, and a typical concrete with water to cement ratio of 0.45. Corrosion current density (corrosion rate), corrosion potential, ohmic resistance of concrete and temperature were …

    vt Repository record for Modeling the Time-to Corrosion Cracking of the Cover Concrete in Chloride Contaminated Reinforced Concrete Structures (opens in a new tab)

  6. Effect of Environmental Conditions and Structural Design on Linear Cracking in Virginia Bridge Decks

    … M.C., 2002). Since linear cracking in concrete cover can potentially accelerate chloride ingress to the depth of the reinforcing steel, there is reason to believe that severity of deck cracking can significantly influence the time to first repair and/or rehabilitation of the bridge deck. Surface …

    vt Repository record for Effect of Environmental Conditions and Structural Design on Linear Cracking in Virginia Bridge Decks (opens in a new tab)

  7. Correlation of corrosion measurements and bridge conditions with NBIS deck rating

    … application by the field inspectors. Clear cover depths, resistance, corrosion potentials, linear polarization data, as well as environmental exposure and structural data were collected from a sample of 38 bridge decks in the Commonwealth of Virginia. These structures were further divided in …

    vt Repository record for Correlation of corrosion measurements and bridge conditions with NBIS deck rating (opens in a new tab)

  8. Ground movements during tunnelling in sand

    … Tests were preformed at four different burial depths in dry sand, corresponding to cover depths of 0.5, 1, 1.5, and 2 times the tunnel diameter. These results indicate that the face pressure at failure is largely independent of burial depth over the values tested. The ground deformation at the …

    queens Repository record for Ground movements during tunnelling in sand (opens in a new tab)

  9. Investigation of Culvert Joints Employing Large Scale Tests and Numerical Simulations

    … experiments evaluate the influence of different cover depths, loading locations, and installation conditions on the response of the joints. Additionally, the performance of each joint when the pipeline was buried with shallow cover and subjected to surface loads up to and beyond fully factored …

    queens Repository record for Investigation of Culvert Joints Employing Large Scale Tests and Numerical Simulations (opens in a new tab)

  10. Effect of oxygen availability on the corrosion rate of reinforced concrete in marine exposure zones: inference from site and lab studies

    … on a structure where both zones have the same cover to reinforcing, the splash and spray zone will show significant damage while the tidal zone shows no signs of reinforcement corrosion. These findings challenge the existing idea that the tidal zone can be characterised as the most severe …

    cape-town Repository record for Effect of oxygen availability on the corrosion rate of reinforced concrete in marine exposure zones: inference from site and lab studies (opens in a new tab)

  11. The influence of various factors on the results of carbonation, cover depth, half-cell potential and resistivity tests that are used in the assessment of reinforcement corrosion

    … tests, namely the half-cell potential (HCP), cover depth, carbonation and resistivity tests was performed on several concrete structures on upper campus at UCT. The half-cell potential and resistivity tests were carried out across a four-month period between August and November 2018 during …

    cape-town Repository record for The influence of various factors on the results of carbonation, cover depth, half-cell potential and resistivity tests that are used in the assessment of reinforcement corrosion (opens in a new tab)

  12. Evaluation of Strength and Hydraulic Properties of Buried Pipe Systems Used for Stormwater Harvesting

    … effects of dead and live loads. Three different cover configuration were studied ranging from 18 inches to 43 inches of depth. Draw-wire sensors, a type of displacement sensors, were placed inside buried housing structures to monitor deformation values experienced by the pipe bundles during the …

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  13. Sensitivity of Half-Cell Potential Measurements to Properties of Concrete Bridge Decks

    … effects of age, chloride concentration, concrete cover thickness, spatial position, temperature, and presence or condition of epoxy coating on half-cell potential measurements of concrete bridge decks typical of those in Utah. The laboratory testing associated with this research followed a …

    byu Repository record for Sensitivity of Half-Cell Potential Measurements to Properties of Concrete Bridge Decks (opens in a new tab)

  14. Durability Assessment and Service Life Prediction of Concrete in Extreme Aggressive Environment

    … were 5 identified for different concrete cover depths. For instance, an SR threshold of 48.86 kΩ-cm and BR threshold of 22.21 kΩ-cm were determined for a 2.5-inch cover depth. The implications of this research are profound for the construction industry, particularly for regions with high …

    embry-riddle Repository record for Durability Assessment and Service Life Prediction of Concrete in Extreme Aggressive Environment (opens in a new tab)

  15. The development of empirical chloride-induced corrosion rate prediction models for cracked and uncracked steel reinforced concrete structures in the marine tidal zone

    … variables were pre-corrosion flexural cover cracking, cover depth and concrete quality (binder type and w/b ratio). Corrosion rate, half-cell potential and concrete resistivity were monitored bi-weekly throughout the experimental period. The experimental results show that even though …

    cape-town Repository record for The development of empirical chloride-induced corrosion rate prediction models for cracked and uncracked steel reinforced concrete structures in the marine tidal zone (opens in a new tab)

  16. An analysis of the impact of chloride-induced corrosion on reinforced concrete structures in the port of Cape Town

    … relationship between marine exposure conditions, cover depths, age, and deterioration due to chloride-induced corrosion in the port of Cape Town through the investigation of select structures. As-built data collection, visual condition assessments, and cover measurements were performed on various …

    cape-town Repository record for An analysis of the impact of chloride-induced corrosion on reinforced concrete structures in the port of Cape Town (opens in a new tab)