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Journal Article, Academic Journal (14)

  • Sargand, S., Hazen, G., White, K., Moran, A. Time Dependent Deflection of Thermoplastic Pipes Under Deep Burial. Journal of the Transportation Research Board; 1770: 236-242.
  • Hazen, G., Sargand, S., Haque, M., Hurd, J. Field Performance of Instrumented Concrete Pipe Under Deep Burial. Journal of the Transportation Research Board; 1594: 224-234.
  • Sargand, S., Hazen, G., Liu, X., Masada, T., Hurd, J. Structural Performance of Buried PVC Pipes Under Large Distributed Load. Transportation Research Record; 1514: 59-67.
  • Sargand, S., Hazen, G., Vaithianathan, E., Hurd, J. Performance Verification of a Concrete Pipe. 7. Concrete International ACI; 17: 23-27.
  • Sargand, S., Hazen, G., Masada, T., Hurd, J. Long Term Field Study of a Deep-Corrugated Metal Box-Type Culvert. Canadian Geotechnical Journal; 31: 175-180.
  • Rauch, A., Sargand, S., Hazen, G. Behavior of a Deeply Corrugated Steel Plate in Culvert. ASCE Journal of Structural Engineering; 1651-1655.
  • Rauch, A., Sargand, S., Hazen, G. Performance of a Deep Corrugated Steel Box-Type Culvert. ASCE Journal of Geotechnical Engineering; 119: 433-452.
  • Sargand, S., Hazen, G., Hurd, J. Structural Evaluation of Box Culverts. ASCE Structural Division; 118: 3297-3314.
  • Hurd, J., Sargand, S., Hazen, G., Suhardjo, S. Structural Performance of an Aluminum Box Culvert. 1315. Washington, D.C.: Journal of the Transportation Research Board; 46-52.
  • Rauch, A., Sargand, S., Hazen, G., Hurd, J. Instrumentation of Deep Corrugated Steel Culverts. 1277. Washington, D.C.: Transportation Research Record No. 1277; 40-43.
  • Wilson, B., Sargand, S., Hazen, G., Green, R. Multiaxial Testing of Subgrade. 1278. Washington, D.C.: Transportation Research Record No. 1278; 91-95.
  • Hazen, G., Sargand, S., Hurd, J., Zhao, J. Bolted Connections of Rib-Plate Structure. 1219. Washington, D.C.: Journal of the Transportation Research Board; 43-55.
  • Sargand, S., Hazen, G. Highway Damage Due to Subsurface Subsidence. 19. ASCE Spring Convention, Geotechnical Special Publication No. 19; 18-32.
  • Sargand, S., Hazen, G. Deformation Behavior of Shales. 6. International Journal of Rock Mechanics and Mining Sciences; 24: 365-370.

Conference Proceeding (20)

  • Rauch, A., Sargand, S., Hazen, G. Determination of Hyperbolic Soil Model Parameters for Sand Using Multiaxial Device. Niagara Falls, Canada: 3rd International Symposium on Numerical Models in Geomechanics; 272-280.
  • Sargand, S., Hazen, G. Load-Cell Tests on 1520 mm (60 in.) Concrete Pipe Designed for Deep Burial. Proceedings of the Conference on Structural Performance of Pipes ‘98; 131-146.
  • VonHandorf, J., Sargand, S., Hazen, G. Stresses in Rigid Pavement Due to Environmental Factors, Abstract. Nashville, TN: Proceedings of the VII International Congress on Experimental Mechanics and Experimental/Numerical Mechanics in Electronic Packaging; 339-340.
  • Sargand, S., Hazen, G., Masada, T., Hurd, J. Performance of a Structural Plate Pipe Arch Culvert in a Cohesive Backfill Under Large Live Load. Malmo, Sweden: Nordic Steel Construction Conference ‘95.
  • Sargand, S., Hazen, G., Masada, T., Engel, R. Centrifuge Modeling - Settlement of Highway Bridge Spread Footings on Cohesionless Soils in Ohio. Washington, D.C.: Transportation Research Board Annual Meeting.
  • Sargand, S., Hazen, G., Masada, T., Hurd, J. Five Year Field Performance Study of Three Metal Box Culverts. Balkema, Rotterdam: Structural Performance of Pipes; 137-146.
  • Sargand, S., Hazen, G., Rogers, R. Experimental Analysis of Steel Dowels Used in Y and YU Type Contraction Joints for the Repair of Concrete Pavements Subjected to Truck Loading. Washington, D.C.: American Concrete Institute 1992 Spring Convention.
  • Chang, M., Hazen, G., Sargand, S. Field and Analytical Analysis of Structural Damage Criteria from Blasting. Proceedings of the 18th Annual Meeting of AIEE.
  • Amla, A., Sargand, S., Hazen, G., Hurd, J. A Comparison of Analytical and Field Data for a Rib-Reinforced Corrugated Steel Box-Type Culvert. Columbus, OH: Conference on Flexible Pipes; 17-26.
  • Oh, S., Hazen, G., Sargand, S., Hurd, J. Field Performance of Steel Corrugated Box-Culvert with Corrugated Plate Reinforcement. Columbus, OH: Conference on Flexible Pipes; 63-72.
  • Viswanathan, B., Sargand, S., Hazen, G. Evaluation of Resilient Modulus by Back-Calculation Technique. New Delhi, India: Conference on Engineering Software-89.
  • Hazen, G., Sargand, S., Zhao, J. Analysis of Rib-Plate Response to External Loading. Michigan Technological University, Houghton, MI: 21st Midwestern Mechanics Conference; 579-580.
  • Sargand, S., Hazen, G. Resilient Modulus. The Ohio State University, Columbus, OH : 43rd Annual Ohio Transportation Engineering Conference.
  • Sargand, S., Hazen, G., Zheng, H. Hybrid Finite Element Model Utilized for Fracture of Concrete Beams on Elastic Foundations. Innsbruck, Austria : 6th International Conference on Numerical Methods in Geomechanics; 251-256.
  • Hazen, G., Sargand, S., Mehta, J. Analysis of Orthotopic Medium with Lined Hole by Finite Element and Leknitskii’s Stress Function. Rio de Janeiro, Brazil : Pan American Congress of Applied Mechanics.
  • Sargand, S., Hazen, G., Zheng, H. Application of Hybrid Finite Element Model to the Fracture of Concrete. 20th Midwestern Mechanics Conference; 14(b): 741-747.
  • Sargand, S., Hazen, G. Multiaxial Testing of Compacted Shales. Calgary, Alberta: International Symposium on Prediction and Performance in Geotechnical Engineering; 377-383.
  • Hazen, G., Sargand, S. The Effect on Highways of Surface Subsidence Resulting from Longwall Coal Mining. Pittsburgh, PA : Proceedings of the 38th Annual Highway Geology Symposium; 163-170.
  • Hazen, G., Sargand, S. The Effect of Longwall Mining on Surface Subsidence of Highways and Bridges. Society of Mining, Metallurgy, and Exploration (SME).
  • Sargand, S., Hazen, G., Miller, K. Deformation Behavior of Shales. Washington, DC : 66th Annual Transportation Research Board Meeting.

Technical Report (13)

  • Sargand, S., Hazen, G., Masada, T., Schehl, D., Moran, A., Altarawneh, B. Field Verification of Structural Performance of Thermoplastic Pipe Under Deep Backfill Conditions. Columbus, OH: Final report to Ohio Department of Transportation.
  • Sargand, S., Hazen, G., Masada, T. Field and Laboratory Performance Evaluation of Spread Footings. Final Report, ODOT/FHWA.
  • Sargand, S., Hazen, G., Masada, T. Structural Evaluation and Performance of Plastic Pipe. Final Report, ODOT/FHWA.
  • Sargand, S., Hazen, G. Field Verification of Standard Installation Direct Design (SIDD) Method for Concrete Pipe. Final Report, ODOT/FHWA.
  • Sargand, S., Hazen, G., McCauley, J., Schweiger, D. A Demonstration Project on Instrumentation of a Flexible Pavement. Final Report, ODOT/FHWA.
  • Sargand, S., Hazen, G., Bazeley, C., Copley, J., George, M. Instrumentation of a Rigid Pavement System. Final Report, ODOT/FHWA.
  • Sargand, S., Hazen, G., Khoury, I., Pannila, I., Rogers, R. Evaluation of Pavement Joint Performance. Final Report, ODOT/FHWA.
  • Sargand, S., Hazen, G., Masada, T., Devarajan, C. Failure Characteristics of a Structural Plate Pipe Arch Culvert. Final Report, ODOT/FHWA; 118 pp.
  • Sargand, S., Hazen, G. Experimental and Analytical Analysis of Blasting Criteria. Final Report, ODOT/FHWA.
  • Sargand, S., Hazen, G. Evaluation of Resilient Modulus by Back-Calculation Technique. Final Report, ODOT/FHWA; 242 pp.
  • Sargand, S., Hazen, G. Structural Analysis of Corrugated Metal Box-Type Culverts. Final Report, ODOT/FHWA.
  • Sargand, S., Hazen, G. Development of a Mathematical Model to Describe the Deformation Behavior of Shales. Final Report, ODOT/FHWA.
  • Hazen, G., Sargand, S. The Effect of Longwall Mining on Surface Subsidence of Highways and Bridges. Final Report, ODOT/FHWA.