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Utilization of wood residues for highway slope stabilization in North Carolina / by Gilbert, W. B.(William Best),1921-(CARDINAL)182952; Osborne, D. J.(David J.)(CARDINAL)428173; North Carolina.Department of Transportation.(CARDINAL)145570; United States.Federal Highway Administration.(CARDINAL)139839; United States.Federal Highway Administration.R & D report no. E 0179.; North Carolina State University.Highway Research Program.(CARDINAL)145110;
Includes bibliographical references (pages 67-72).Final report;
Subjects: Technical reports.; Slopes (Soil mechanics); Soil stabilization.;
Available copies: 1 / Total copies: 1
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Mountain ridge and steep slope protection strategies / by Land-of-Sky Regional Council.(CARDINAL)177868;
Subjects: Conference papers and proceedings.; Runoff.; Slopes (Soil mechanics); Soil conservation.; Soil stabilization.;
Available copies: 1 / Total copies: 1
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Recommended technical provisions for construction practice in shoring and sloping of trenches and excavations / by Yokel, Felix Y.(CARDINAL)124039; United States.Occupational Safety and Health Administration.(CARDINAL)150488; National Institute for Occupational Safety and Health.(CARDINAL)142572;
Bibliography: pages 53-54.
Subjects: Retaining walls.; Excavation.; Slopes (Soil mechanics);
Available copies: 1 / Total copies: 1
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Measurement of slope deformation using quadrilaterals : a description of a new method for measuring displacement at the boundaries of a landslide and strain and tilt at the surface of a landslide / by Baum, Rex L.(CARDINAL)289081; Fleming, Robert W.(CARDINAL)289079; Johnson, Arvid M.(CARDINAL)285392;
Includes bibliographical references (page 23).
Subjects: Landslides; Quadrilaterals.; Slopes (Soil mechanics);
Available copies: 1 / Total copies: 1
On-line resources: Suggest title for digitization;
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Computer program for land forming design of a nonrectangular field / by Shih, Sun-Fu.; Sowell, Robert S.(CARDINAL)135305; Kriz, George J.(CARDINAL)194591; North Carolina Agricultural Experiment Station.(CARDINAL)164543;
Bibliography: page 33.
Subjects: Earthwork; Slopes (Soil mechanics);
Available copies: 1 / Total copies: 2
On-line resources: Suggest title for digitization;
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A geophysical system combining electrical resistivity and spontaneous potential for detecting, delineating, and monitoring slope stability / by Erchul, Ronald A.(CARDINAL)323581; Noble, David F.(David Frederick)(CARDINAL)323580; Virginia Transportation Research Council.(CARDINAL)195142;
Includes bibliographical references (pages 51-52).Final report;Various geophysical electrical measuring techniques, i.e., spontaneous potential (SP) terrain conductivity meter (TCM), and conventional electrical resistivity/conductivity (ER), were tested to determine their effectiveness in detecting, delineating, and monitoring weak zones and layers along three slopes in western Virginia. In addition, the SP technique in conjunction with an automatic measuring system (AMS) were used to monitor two slopes in real time in order to determine their stability with regard to environmental factors, such as heavy precipitation. Novel techniques were employed to determine electrical properties. In addition to the AMS, a unique resistivity/conductivity sensor was fabricated, tested, and deployed with the use of a small penetrometer. The special sensor cone penetrometer system was able to obtain depth profiles of conductivity and soil strength on steep slopes where conventional penetrometers would be unsafe to operate. The data collected by these various electrical measuring techniques were then compared with each other as well as with environmental and geotechnical data collected as part of this study and in previous investigations.
Subjects: Technical reports.; Earth resistance (Geophysics); Penetrometers.; Slopes (Soil mechanics); Soil penetration test.;
Available copies: 1 / Total copies: 1
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An annotated bibliography on slope stability and related phenomena / by Fisher, Charles Page,1921-; Leith, C. J.(Carlton James),1919-2014.(CARDINAL)679579; Deal, C. S.; North Carolina State Highway Commission.(CARDINAL)166723; United States.Bureau of Public Roads.(CARDINAL)140366; North Carolina State University.Department of Engineering Research.(CARDINAL)219478; North Carolina State University.Highway Research Program.(CARDINAL)145110;
Subjects: Bibliographies.; Slopes (Soil mechanics); Landslides; Mass-wasting;
Available copies: 3 / Total copies: 4
On-line resources: Suggest title for digitization;
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An Investigation of the stability of highway cut slopes in North Carolina : final report / by Leith, C. J.(Carlton James),1919-2014.(CARDINAL)679579; United States.Bureau of Public Roads.(CARDINAL)140366; North Carolina State University.Department of Engineering Research.(CARDINAL)219478; North Carolina State Highway Commission.(CARDINAL)166723; North Carolina State University.Highway Research Program.(CARDINAL)145110;
Includes bibliographical references (leaf 30).
Subjects: Slopes (Soil mechanics); Embankments; Roads;
Available copies: 4 / Total copies: 5
On-line resources: Suggest title for digitization;
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Mechanically stabilized earth walls and reinforced soil slopes design and construction guidelines : FHWA demonstration project 82, reinforced soil structures MSEW and RSS / by Elias, Victor.(CARDINAL)286934; Christopher, Barry R.(Barry Rodney),1949-(CARDINAL)313934;
Includes bibliographical references (pages 321-322).Sponsored by Federal Highway Administration, and performed by Earth Engineering & Sciences, Inc., under contract no.
Subjects: Technical reports.; Retaining walls; Slopes (Soil mechanics); Soil stabilization.;
Available copies: 1 / Total copies: 1
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Application of plasma arc (PAV) vitrification to improve stability of weak soil and weathered rock / by Gabr, Mohammed A.(Mohammed Awad)(CARDINAL)321286; North Carolina.Department of Transportation.Research and Analysis Group.(CARDINAL)272064; Georgia Institute of Technology.School of Civil and Environmental Engineering.(CARDINAL)278592; North Carolina State University.Department of Civil Engineering.(CARDINAL)161088;
Includes bibliographical references (pages 95-99).Final report.Performed by North Carolina State University Dept. of Civil Engineering and Georgia Institute of Technology School of Civil and Environmental Engineering under NCDOT Project
Subjects: Technical reports.; Rock slopes; Slopes (Soil mechanics); Soil stabilization; Soil vitrification;
Available copies: 6 / Total copies: 8
On-line resources: https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060; https://digital.ncdcr.gov/documents/detail/3689060;
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Results 1 to 10 of 16 |