Search results for [North Carolina State University. Department of Civil Engineering] at NC Cardinal

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Civil engineering newsletter / by North Carolina State University.Department of Civil Engineering.(CARDINAL)161088;

Subjects: North Carolina State University. Department of Civil Engineering;

Available copies: 2 / Total copies: 3

On-line resources: Suggest title for digitization;

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Annual report on departmental activities / by North Carolina State University.Department of Civil Engineering.(CARDINAL)161088;

Subjects: North Carolina State University. Department of Civil Engineering; Engineering schools;

Available copies: 2 / Total copies: 2

On-line resources: Suggest title for digitization;

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Shoreline monitoring at Oregon Inlet terminal groin. by Fisher, John S.(John Stanley),1945-(CARDINAL)201342; Overton, Margery F.,1954-(CARDINAL)281491; North Carolina State University.Department of Civil Engineering.(CARDINAL)161088;

Subjects: Periodicals.; North Carolina State University. Department of Civil Engineering; Coast changes; Coastal zone management; Groins (Shore protection);

Available copies: 15 / Total copies: 15

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Railroad crossing wayside horn evaluation : final report / by Hummer, Joseph E.(CARDINAL)217222; Jafari, Reza.(CARDINAL)563392; North Carolina.Department of Transportation.Research and Analysis Group.(CARDINAL)272064; North Carolina State University.Department of Civil, Construction, and Environmental Engineering.(CARDINAL)307977;

Includes bibliographical references (leaf 39).Performed by North Carolina State University, Department of Civil, Construction and Environmental Engineering, sponsored by North Carolina Department of Transportation,

Subjects: Highway-railroad grade crossings; Railroad crossings; Railroad sounds.;

Available copies: 4 / Total copies: 5

On-line resources: https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278; https://digital.ncdcr.gov/documents/detail/3281278;

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Pile bent design criteria / by Robinson, Brent Ross,1976-(CARDINAL)310366; North Carolina.Department of Transportation.Research and Analysis Group.(CARDINAL)272064; United States.Federal Highway Administration.(CARDINAL)139839; North Carolina State University.Department of Civil Engineering.(CARDINAL)161088;

Includes bibliographical references (pages 121-124).Final report;Performed by North Carolina State University, Department of Civil Engineering, sponsored by North Carolina Department of Transportation, Federal Highway Administration.

Subjects: Pile bridges; Bridges;

Available copies: 5 / Total copies: 6

On-line resources: Suggest title for digitization;

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Tensile strength : a design and evaluation tool for superpave mixtures / by Khosla, N. Paul.(CARDINAL)182948; Harikrishnan, K.I.; North Carolina.Department of Transportation.Research and Analysis Group.(CARDINAL)272064; North Carolina State University.Department of Civil Engineering.(CARDINAL)161088;

Includes bibliographical references (pages 170-174).Final report;Performed by Department of Civil Engineering, North Carolina State University, sponsored by North Carolina Department of Transportation, Research and Analysis Group under project no.

Subjects: Pavements, Asphalt concrete; Strength of materials;

Available copies: 7 / Total copies: 9

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Mobility and reliability performance measurement / by Williams, Billy M.,author.(CARDINAL)296007; Chase, R. Thomas,1987-author.(CARDINAL)315049; Craft, David,author.(CARDINAL)357623; Encarnacion, Anthony,author.(CARDINAL)315046; Kim, Sangkey,author.(CARDINAL)315047; Rouphail, Nagui,author.(CARDINAL)273963; Xu, Yilun,author.(CARDINAL)315048; North Carolina.Department of Transportation.Research and Analysis Group,issuing body,sponsor.(CARDINAL)272064; North Carolina State University.Department of Civil, Construction, and Environmental Engineering.(CARDINAL)307977;

Includes bibliographical references (pages 194-197).Final report;Performed by North Carolina State University, Department of Civil, Construction & Environmental Engineering, sponsored by North Carolina Department of Transportation, Research and Development Unit

Subjects: Technical reports.; Travel time (Traffic engineering); Travel time (Traffic engineering);

Available copies: 4 / Total copies: 5

On-line resources: https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485; https://digital.ncdcr.gov/documents/detail/3692485;

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Design criteria for post and beam bents with drilled shafts / by Kowalsky, Mervyn J.(CARDINAL)282914; North Carolina.Department of Transportation.(CARDINAL)145570; United States.Federal Highway Administration.(CARDINAL)139839; North Carolina State University.Department of Civil Engineering.(CARDINAL)161088;

Includes bibliographical references (pages 214-216).Final report;The geotechnical and structural design of bridge bents generally considers the substructure to be separated from the superstructure, with the superstructure idealized as a series of static loads and moments applied to the bearing locations on the bridge bent. The research work presented in this report aims at understanding and optimizing the design process of drilled shafts bents for safety and functionality. The work included the examination of the design process for drilled shaft bents and the approach used to estimate the shaft length and designate a corresponding point of fixity.Performed by Department of Civil Engineering, North Carolina State University, sponsored by North Carolina Department of Transportation, Federal Highway Adminsitration

Subjects: Bridges;

Available copies: 4 / Total copies: 5

On-line resources: https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178; https://digital.ncdcr.gov/documents/detail/3280178;

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Evaluation of the effects of mixture properties and compaction methods on the predicted performance of Superpave mixtures / by Khosla, N. Paul.(CARDINAL)182948; Sadasivam, S.,Dr.(CARDINAL)543480; North Carolina.Department of Transportation.(CARDINAL)145570; North Carolina State University.Department of Civil Engineering.(CARDINAL)161088;

Includes bibliographical references (pages 154-157).Final report;Performed by Department of Civil Engineering, North Carolina State University, sponsored by North Carolina Department of Transportation, Research and Analysis Group under project no.

Subjects: Technical reports.; Asphalt concrete; Pavements, Asphalt concrete; Pavements, Asphalt concrete; Pavements;

Available copies: 6 / Total copies: 7

On-line resources: https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682; https://digital.ncdcr.gov/documents/detail/2558682;

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Effect of prolonged heating on the asphalt-aggregate bond strength of HMA containing liquid anti-strip additives : final report / by Tayebali, Akhtarhusein A.(Akhtarhusein Asgarali)(CARDINAL)272065; Knappe, Detlef R. U.(CARDINAL)286478; Mandapaka, Venkata Lakshman.; North Carolina.Department of Transportation.Research and Analysis Group.(CARDINAL)272064; North Carolina State University.Department of Civil, Construction, and Environmental Engineering.(CARDINAL)307977;

Includes bibliographical references (pages 82-83).Final report;Performed by Department of Civil, Construction, & Environmental Engineering, North Carolina State University, sponsored by North Carolina Department of Transportation, Research and Analysis GroupIn this study, an attempt was made to determine the effect of prolonged heating on the bond strength between aggregate and asphalt that contained anti-strip additives (LOF 6500 and Morelife 2200). On account of the substantial decrease of anti-strip additive contents for both asphalt binders and mixes when subjected to prolonged heating, whether the loss of additive content due to storage and transport at elevated temperatures affects mix performance in terms of moisture sensitivity or not, was evaluated in this study. A series of tests, namely Tensile Strength Ratio (TSR) test, Contact Angle test, Pneumatic Adhesion test and Atomic Force Microscopy (AFM) test were performed, and the results obtained from each of these tests were compared to come to a reliable conclusion regarding effectiveness of the various tests for assessing the effect of prolonged heating on the adhesive bond strength. Results obtained from the TSR test clearly show that as the prolonged heating duration increased, the TSR values failed the limiting value of 85% as followed by North Carolina Department of Transportation (NCDOT) specification in as little as six hours and continued to further decrease with heating duration. Tests were also conducted on asphalt cement containing LOF 6500 antistrip additive using the contact angle goniometer, PATTI device and atomic force microscopy (AFM). The results obtained in this study were inconclusive for the above mentioned three devices.

Subjects: Pavements, Asphalt; Pavements, Asphalt concrete; Asphalt concrete;

Available copies: 6 / Total copies: 7

On-line resources: Suggest title for digitization;

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