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Determining length of installed timber pilings by dispersive wave propagation methods / by Douglas, R. A.(Robert Alden),1925-(CARDINAL)200008; Holt, James Darrin,1964-; North Carolina State University.Center for Transportation Engineering Studies.(CARDINAL)182954; North Carolina.Department of Transportation.(CARDINAL)145570; United States.Federal Highway Administration.(CARDINAL)139839;
Includes bibliographical references.Final report.Sponsored by the N.C. Dept. of Transportation and Federal Highway Administration.
Subjects: Technical reports.; Piling (Civil engineering);
Available copies: 5 / Total copies: 7
On-line resources: Suggest title for digitization;
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A field test procedure for finding the overall lengths of installed timber piles by dispersive wave propagation methods / by Holt, James Darrin,1964-; Douglas, R. A.(Robert Alden),1925-(CARDINAL)200008; UNC Institute for Transportation Research and Education.(CARDINAL)169318; North Carolina.Department of Transportation.(CARDINAL)145570; United States.Federal Highway Administration.(CARDINAL)139839;
Includes bibliographical references.Final report.Sponsored by the N.C. Dept. of Transportation and the Federal Highway Administration.
Subjects: Technical reports.; Piling (Civil engineering);
Available copies: 5 / Total copies: 6
On-line resources: Suggest title for digitization;
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A simplified field method for capacity evaluation of driven piles / by Paikowsky, Samuel G.(CARDINAL)286942; McDonnell, John J.(CARDINAL)762053; Regan, John E.(CARDINAL)313931; United States.Federal Highway Administration.(CARDINAL)139839; University of Massachusetts at Lowell.Department of Civil Engineering.;
Includes bibliographical references (pages 285-291).Final report;Sponsored by Office of Engineering and Highway Operations R&D, under contract no.
Subjects: Technical reports.; Piling (Civil engineering); Piling (Civil engineering);
Available copies: 1 / Total copies: 1
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Determination of pile driveability and capacity from penetration tests / by Rausche, Frank.(CARDINAL)320145; United States.Federal Highway Administration.(CARDINAL)139839; Goble, Rausche, Likins and Associates.; Turner-Fairbank Highway Research Center.(CARDINAL)286897;
Includes bibliographical references.v. 1. Final report -- v. 2. Appendixes -- v. 3. Literature review, data base, and appendixes.Final report;Research has been conducted on the potential improvement of dynamic wave equation analysis methodology using in-situ soil testing techniques. As a basis for this investigation, the literature was reviewed and a summary was compiled of efforts made to date on the development of models and associated parameters for pile driving analysis. Furthermore a data base was developed containing more than 150 cases of test piles with static load tests, dynamic restrike tests, soil information, driving system data and installation records. One hundred data base cases were subjected to correlation studies using both wave equation and CAPWAP.Performed by Goble, Rausche, Likins and Associates, Inc., for Office of Engineering R&D, Federal Highway Administration, under contract no.
Subjects: Technical reports.; Piling (Civil engineering); Soil penetration test.;
Available copies: 2 / Total copies: 2
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Drilled and grouted micropiles : state-of-practice review / by Bruce, Donald A.(CARDINAL)286923; Juran, Ilan.(CARDINAL)313935; United States.Federal Highway Administration.(CARDINAL)139839; Nicholson Construction Company.;
Includes bibliographical references.v. I. Background, classifications, cost -- v. II. Design -- v. III. Construction QA/QC, and testing -- v. IV. Case histories.Final report;Performed by Nicholson Construction Company, under contract no.
Subjects: Technical reports.; Grouting (Soil stabilization); Piling (Civil engineering);
Available copies: 4 / Total copies: 4
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Developing production pile driving criteria from test pile data / by Brown, D. A.(Dan A.)(CARDINAL)307630; Thompson, William Robert,1966-(CARDINAL)307629; United States.Federal Highway Administration.(CARDINAL)139839; American Association of State Highway and Transportation Officials.(CARDINAL)138446; National Cooperative Highway Research Program.(CARDINAL)281856; National Research Council (U.S.).Transportation Research Board.(CARDINAL)141287;
Includes bibliographical references (pages 55-56).Research sponsored by the American Association of State Highway and Transportation Officials in cooperation with the Federal Highway Administration
Subjects: Technical reports.; Bridges; Piling (Civil engineering); Piling (Civil engineering);
Available copies: 1 / Total copies: 1
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Characterization of jetting-induced disturbance zone and associated ecological impacts / by Gabr, Mohammed A.(Mohammed Awad)(CARDINAL)321286; 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.Performed by the Dept. of Civil, Construction, and Environmental Engineering, North Carolina State University, sponsored by the North Carolina Dept. of Transportation, Research and Analysis Group under project no.
Subjects: Piling (Civil engineering); Scour (Hydraulic engineering);
Available copies: 4 / Total copies: 5
On-line resources: https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292; https://digital.ncdcr.gov/documents/detail/3691292;
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Static testing of deep foundations / by Kyfor, Zenon G.; New York (State).Soil Mechanics Bureau.(CARDINAL)313992; United States.Federal Highway Administration.(CARDINAL)139839;
Includes bibliographical references (pages 97-99).Final report.Sponsored by Federal Highway Administration, Office of Technology Applications, under contract no.
Subjects: Technical reports.; Loads (Mechanics); Piling (Civil engineering); Soils;
Available copies: 1 / Total copies: 1
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Development and field testing of multiple deployment model pile (MDMP) / by Paikowsky, Samuel G.(CARDINAL)286942; Hart, Leo Joseph.; United States.Federal Highway Administration.Offices of Research, Development, and Technology.(CARDINAL)286927; United States.Federal Highway Administration.Office of Infrastructure Research and Development.(CARDINAL)286889; Turner-Fairbank Highway Research Center.(CARDINAL)286897; Pruitt Energy Sources (Firm)(CARDINAL)286943; University of Massachusetts at Lowell.Geotechnical Engineering Research Laboratory.;
Final report.Performed by Pruitt Energy Sources, Inc., and UMASS-Lowell Geotechnical Engineering Research Laboratory for the Federal Highway Administration Office of Infrastructure R&D under contract no.Includes bibliographical references (pages 263-268).
Subjects: Technical reports.; Piling (Civil engineering); Foundations;
Available copies: 1 / Total copies: 1
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Pile penetration tests in regional soils common to North Carolina; final report / by Langfelder, Jay.(CARDINAL)146634; Anderson, Bruce,1940-; United States.Bureau of Public Roads.(CARDINAL)140366; North Carolina State Highway Commission.(CARDINAL)166723; North Carolina State University.Highway Research Program.(CARDINAL)145110;
Includes bibliographical references.
Subjects: Soil penetration test.; Soils; Piling (Civil engineering);
Available copies: 3 / Total copies: 4
On-line resources: Suggest title for digitization;
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Results 1 to 10 of 23 |