Roy H Borden

Natural Frequency and Foundation Damping of Colocated and Hybrid Systems Sharing Wind Turbine Monopiles under Operational Conditions

INTERNATIONAL JOURNAL OF GEOMECHANICS, 24(1).

Numerical study on micropile group behavior supporting fixed bottom marine hydrokinetic devices in sandy seabed

OCEAN ENGINEERING, 293.

Model applicability for prediction of residual soil apparent cohesion

Transportation Geotechnics, 19, 44–53.

Effect of seawater on the mechanical properties of cement grout used for formation of micropiles in marine applications

Ifcee 2018: innovations in ground improvement for soils, pavements, and subgrades, (296), 394–403.

Resilient modulus prediction of soft low-plasticity Piedmont residual soil using dynamic cone penetrometer

Journal of Rock Mechanics and Geotechnical Engineering, 10(2), 323–332.

Optimum location of geogrid reinforcement in unpaved road

Canadian Geotechnical Journal, 54(7), 1047–1054.

Correlation of dynamic cone penetrometer index to proof roller test to assess subgrade soils stabilization criterion

International Journal of Geotechnical Engineering, 12(3), 284–292.

Subgrade resilient modulus prediction using light-weight deflectometer data

Canadian Geotechnical Journal, 54(3), 304–312.

Performance Assessment of Geosynthetics and Cement as Subgrade Stabilization Measures

Geotechnical Testing Journal, 37(3), 20120206.

Volume-Change Behavior of a Compacted Low-Plasticity Clay From Double-Odometer Tests

GEOTECHNICAL TESTING JOURNAL, 37(3).

An Insertion Rate Model for Pile Installation in Sand by Jetting

Geotechnical Testing Journal, 37(1), 20120191.

Numerical Simulation of MSE Wall Behavior Induced by Surface-Water Infiltration

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 139(12), 2110–2124.

Performance-Cost Analysis of Stabilized Undercut Subgrades

JOURNAL OF CONSTRUCTION ENGINEERING AND MANAGEMENT-ASCE, 139(2), 121–127.

Subgrade Undercut Criteria Based on Modeling of Rutting and Pumping Response

Journal of Geotechnical and Geoenvironmental Engineering, 138(10), 1175–1184.

Influence of soil type and stress state on predicting shear strength of unsaturated soils using the soil-water characteristic curve

CANADIAN GEOTECHNICAL JOURNAL, 48(12), 1886–1900.

Laboratory Performance Comparison of Stabilized Undercut Subgrade Under Cyclic Loading

Geotechnical Testing Journal, 33(6), 102935.

Discussion of "p-y Criterion for Rock Mass" by Robert Liang, Ke Yang, and Jamal Nusairat

Park, Y. J., Gabr, M. A., & Borden, R. H. (2010, January). JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, Vol. 136, pp. 272–274.

Inverse Analysis of Plate Load Tests to Assess Subgrade Resilient Modulus

TRANSPORTATION RESEARCH RECORD, 2101(2101), 110–117.

Sustainability In coastal construction: Characterization and ecological impact of jetting-induced disturbance zones

New Horizons in Geotechnical and Geoenvironmental Engineering, Tanta University, Egypt, September 2008.

Field P-y curves in weathered rock

CANADIAN GEOTECHNICAL JOURNAL, 44(7), 753–764.

Characterization of jetting-induced disturbance zones

3rd Annual GEO3 T2 conference & expo 2006, Charlotte, April, 2006. Raleigh, NC: NC Department of Transportation.

Fatigue cracking resistance of fiber-reinforced asphalt concrete

TEXTILE RESEARCH JOURNAL, 75(2), 123–128.

Laterally Loaded Drilled Shafts Embedded in Soft Rock

Transportation Research Record: Journal of the Transportation Research Board, 1772(1772), 3–11.

Deformation characteristics of Piedmont residual soils - Closure

Journal of Geotechnical and Geoenvironmental Engineering, 124(6), 556–557.

Dynamic properties of Piedmont residual soil - Closure

Journal of Geotechnical and Geoenvironmental Engineering, 124(6), 554–555.

An argument in favor of specifications containing grouted soil strength tests at multiple strain rates

Grouting: Compaction, remediation and testing: Proceedings of sessions sponsored by the Grouting Committee of the Geo-Institute of the American Society of Civil Engineers in conjuction with the Geo-Logan '97 Conference, Logan, Utah, July 16-18, 1997 (Geotechnical special publication; no. 66), 173–187. New York: American Society of Civil Engineers.

Compaction grouting

Ground improvement, ground reinforcement, ground treatment: Developments 1987-1997; Proceedings of sessions sponsored by the Committee on Soil Improvement and Geosynthetics of the Geo-Institute of the American Society of Civil Engineers in conjunction with Geo-Logan '97, Logan, Utah, July 17-19, 1997, 34–45. New York: American Society of Civil Engineers.

Influence of fines content on the behavior of compaction grout

Grouting: Compaction, remediation and testing: Proceedings of sessions sponsored by the Grouting Committee of the Geo-Institute of the American Society of Civil Engineers in conjuction with the Geo-Logan '97 Conference, Logan, Utah, July 16-18, 1997 (Geotechnical special publication; no. 66), 62–75. New York: American Society of Civil Engineers.

Potential toxicity and aerobic biodegradability of sodium silicate chemical grout leachate

ENVIRONMENTAL TOXICOLOGY AND CHEMISTRY, 16(3), 442–446.

Three dimensional slope stability analysis and support strategies for conical excavations: Final report to Carolina Power and Light

Carolina Power and Light.

Influence of sloping surface on lateral load-deflection response of rigid piers

Proceedings of the twelfth international conference on soil mechanics and foundation engineering, Rio de Janeiro/13-18 August 1989. Brookfield, VT: A.A. Balkema.

Analysis of load deflection response of laterally loaded piers using DMT

Penetration testing, 1988 :proceedings of the First International Symposium on Penetration Testing, ISOPT-1, Orlando, 20-24 March 1988. Brookfield, VT: A.A. Balkema.