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Other (2)

Technical Report (29)

  • Masada, T., Sargand, S., Abdalla, B., Figueroa, L. Materials Properties for Implementation of Mechanistic-Empirical (M-E) Pavement Design Procedures, Final Report. Ohio Department of Transportation/Federal Highway Administration.
  • Masada, T. Shear Strength of Silt & Clay Embankments.
  • Masada, T., Xiao, H. (2015). Threshold Vertical Deflection of Flexible Thermoplastic Pipe. Columbus, Ohio: Ohio Dept. of Transportation.
  • Masada, T. (2011). Parallel-Plate Load Testing of Triton Mini Chamber Model M-6 Specimens.
  • Sargand, S., Masada, T., Hernandez, J., Kim, S. (2010). Determination of Mechanical Properties of Materials Used in Way-30 Test Pavements. Columbus OH: Ohio Department of Transportation; FHWA/OH-2010/9: 175. http://www.dot.state.oh.us/Divisions/TransSysDev/Research/reportsandplans/Pages/default.aspx.
  • Masada, T. (2008). Engineering Product Test Report - Phase II. Final Reprot to JM Sales Associates, Inc.; 108 Pages.
  • Sargand, S., Masada, T. (2007). Inspection of Deeply Buried Thermoplastic Pipes in Northwestern Pennsylvania. Report for Advanced Drainage Systems, Inc.
  • Sargand, S., Masada, T. (2007). Long-Term Monitoring of Pipe Under Deep Cover. Ohio Dept. of Transportation (ODOT) and Federal Highway Administration (FHWA); 209 pages.
  • Sargand, S., Masada, T. (2007). Pennsylvania Deep Burial Study: The 20th Year Summary Report on ADS 24-inch Diameter Corrugated HDPE Pipline Structure. Final Report to Advanced Drainage Systems, Inc. (ADS); 32 pages.
  • Masada, T. (2007). Engineering Product Testing Report - Phase I. Final Report to JM Sales Associates, Inc.; 70 pages.
  • Sargand, S., Masada, T. (2007). Field Inspection and Testing of Thermoplastic Pipes on Future I-99 in Pennsylvania. Report for the Pennsylvania Department of Transportation.
  • Sargand, S., Masada, T. (2006). Field Inspection and Testing of ADPE Drain Pipes at Future I-90 site Near State College, PA. Final Report to Pennsylvania Dept. of Transportation; 64 Pages.
  • Sargand, S., Masada, T. (2006). Further Use of Spread Footing Foundations for Highway Bridges. Columbus, OH: Federal Highway Administration - Ohio Dept. of Transportation.
  • Masada, T. (2006). Monitoring of Bridge Abutment Walls @ S.R. 33 Over East State Street, Athens, OH. Draft Final Report to Ohio Dept. of Transportation; 46 pages.
  • Masada, T., Mitchell, G., Sargand, S. (2005). Risk Assessment and Update of Inspection Procedures for Culverts. Columbus, OH: Final Report, FHWA/ODOT-2005/002; 414 Pages.
  • Sargand, S., Masada, T. (2003). Soil Arching Above Deeply Buried Thermoplastic Pipe. 1849. Washington, D.C.: Transportation Research Record No. 1849, National Research Council; 109-123.
  • Sargand, S., Masada, T. (2003). Material Properties for Implementation of Mechanistic-Empirical (M-E) Pavement Design Procedures. Columbus, OH: Ohio Dept. of Transportation.
  • Sargand, S., Hazen, G., Masada, T., Schehl, D., Moran, A., Altarawneh, B. (2002). Field Verification of Structural Performance of Thermoplastic Pipe Under Deep Backfill Conditions. Columbus, OH: Final report to Ohio Department of Transportation.
  • Masada, T., Sargand, S. (2002). Laboratory Characterization of Materials and Data Management for Ohio-SHRP Projects (U.S. 23). Columbus, OH: Final Report to Ohio Department of Transportation (includes CD-ROM).
  • Sargand, S., Masada, T. (2002). Laboratory Characterization of Ohio-SHRP Test Road Pavement Material. Final Report, ODOT/FHWA.
  • Masada, T., Sargand, S. (2001). Construction of a Flexible Pipe System Using Controlled Low Strength Material – Controlled Density Fill (CLSM-CDF). Final Report, ODOT/FHWA; 276.
  • Sargand, S., Masada, T. (2001). Construction of Drainage Pipe System Using CLSM-CDF. Final Report, ODOT/FH.
  • Sargand, S., Wasniak, D., Masada, T., Beegle, D. (2000). Evaluation of Initial Subgrade Variability on the Ohio SHRP Test Road. Report, ODOT/FHWA.
  • Sargand, S., Hazen, G., Masada, T. (1999). Field and Laboratory Performance Evaluation of Spread Footings. Final Report, ODOT/FHWA.
  • Sargand, S., Hazen, G., Masada, T. (1998). Structural Evaluation and Performance of Plastic Pipe. Final Report, ODOT/FHWA.
  • Masada, T., Sargand, S., Mitchell, G. (1996). Performance of the Leachate Collection System in the Landfill. Cincinnati, OH: Final Report, U.S. EPA Cincinnati-Risk Reduction Engineering Laboratory (RREL).
  • Masada, T., Mitchell, G. (1996). Wetland Mitigation Project ATH-50-18.58. Columbus, OH: Final Project Report, Ohio Department of Transportation District 10.
  • Mitchell, G., Sargand, S., Masada, T. (1994). Leachate Collection System Components Research, Phase IV - Drainage Blanket Compatibility/Clogging. Final Report, Rust Environment and Infrastructure, Inc.; 57 Pages.
  • Sargand, S., Hazen, G., Masada, T., Devarajan, C. (1992). Failure Characteristics of a Structural Plate Pipe Arch Culvert. Final Report, ODOT/FHWA; 118 pp.

Research Report (2)

  • Sargand, S., Khoury, I., Masada, T. (2014). Structures Research Services Task 6: Forensic Study of Collapsed Culvert in Licking County. Columbus OH: Ohio Department of Transportation.
  • Masada, T. (2013). Rock Mass Classification System: Transition from RMR to GSI. FHWA/OH-2013/11. ODOT/FHWA; 130.

Journal Article, Professional Journal (6)

  • Masada, T., Zhu, J. (2015). Computer Analysis of Buried Stormwater Chamber Structures. ASCE Journal of Pipeline Systems Engineering & Practice.
  • Sargand, S., Masada, T., , . (2015). Modulus of Soil Reaction Values Measured in Ohio Thermoplastic Pipe Deep Burial Project. 1. Athens: Journal of Pipeline Systems Engineering & Practice (ASCE); 6: 1-7. http://149 Stocker Center, Civil Engineering Dept..
  • Sargand, S., Masada, T. (2013). Neural Network Approach to Risk Assessment of Highway Culverts. 4. Reston, Virginia: ASCE Journal of Infrastructure; 19: 409-414.
  • Sargand, S., Masada, T. (2012). Field Load Testing of Copper Extraction Aeration Pipes Under Simulated High Heap Pile. International Journal of Mining Engineering & Rock.
  • Masada, T., Sargand, S. (2012). Estimated & Measured Settlements of Shallow Foundations Supporting Bridge Substructure. Aman, Jordan: Jordan Journal of Civil Engineering.
  • Masada, T. (2011). Full-Scale Field Load Testing of Stormwater Storage Chamber Structures. American Society of Civil Engineers: Journal of Performance of Constructed Facilities.

Conference Proceeding (34)

  • Sargand, S., Masada, T., White, K., Goddard, J. (2012). Review of 12 Years of Performance Data and Observations of Deeply Buried Thermoplastic Pipe in Ohio. Barcelona: Plastic Pipes XVI, Barcelona.
  • Sargand, S., Masada, T., White, K., Goddard, J. (2012). Review of 12 Years of Performance Data and Observations of Deeply Buried Thermoplastic Pipe in Ohio. Barcelona: Plastic Pipes XVI; XVI.
  • Masada, T. (2011). Shear Strength and Stability of Cohesive Soil Embankment Slopes Existing in Ohio. Houston, Texas: ASCE 2011 Geo-Frontiers Conference.
  • Masada, T. (2010). Shear Strength and Stability of Highway Embankments in Ohio. Charleston, WV: Southern Transportation % Geotechnical Engineering Conference (STGEC).
  • Masada, T. (2009). Latest Spread Footing Research Findings in Ohio. San Diego, CA: Proceedings of 2009 Piplines Conference, ASCE; Unknown.
  • Masada, T., Sargand, S. (2009). Latest Spread Footing Research Findings in Ohio. Orlanda, FL: Proceedings of International Foundations Congress and Equipment Expo 2009; Unknown.
  • Sargand, S., Masada, T., White, K. (2008). Stress Relaxation and Stabilization of Deeply Buried Thermoplastic Pipes. Budapest, Hungary: Plastics Pipes XIV.
  • Sargand, S., Masada, T., Keatley, D. (2008). Pennsylvania Thermoplastic Pipe Deep Burial Project: The 20th-Year Investigations. 08-1591. 87th Annual Meeting of the Transportation Research Board.
  • Sargand, S., White, K., Masada, T. (2007). Laboratory and Numerical Investigations of Large-Diameter Multi-Plate Steel Pipe Culvert Behavior. Rydzyna, Poland: Proceedings of the First European Conference on Buried Flexible Steel Structures; Pages unknown.
  • Masada, T. (2006). An Improved Solution for Pipe Stiffness of Flexible Pipe Specimen Measured by ASTM D-2412. Chicago, IL: Proceedings of ASCE Piplines 2006, American Society of Civil Engineers (ASCE).
  • Masada, T., Sargand, S., Liao, Y. (2006). Resilient Modulus Prediction Model for Find-Grained Soils in Ohio: Preliminary Study. Proceedings of the International Conference on Perpetual Pavements (ICPP).
  • Masada, T., Sargand, S., Tarawneh, B., Mitchell, G., Gruver, D. (2006). New Inspection and Risk Assessment Methods for Highway Metal Culverts in Ohio. Washington, D.C.: Proceedings of 2006 TRB Annual Meeting.
  • Masada, T., Sargand, S. (2005). Peaking Deflection of Flexible Thermoplastic Pipe. Houston, TX: Proceedings of ASCE Piplines 2005, ASCE.
  • Masada, T., Sargand, S. (2005). Basic Rheology Study of Highway-Grade Asphalt Concrete Material. Austin, TX: Proceedings of Geo-Frontiers, ASCE.
  • Masada, T., Sargand, S., Abdalla, B., Green, R. (2003). Mechanistic Properties of Pavement Materials Utilized in Ohio. Proceedings of International Conference on Highway Pavement Data, Analysis & Mechanistic Design Applications; 131-142.
  • Sargand, S., Masada, T., Gruver, D. (2003). Thermoplastic Pipe Deep-Burial Project in Ohio: Initial Findings. Reston, VA: Proceedings of ASCE 2003 Pipelines Conference ASCE; 2: 1288-1301.
  • Masada, T., Sargand, S. (2003). Field Demonstration Test on Construction & Strength of Flexible Pipe Drainage System Using Flowable Fill. Denver, CO: Second International Symposium, American Society for Testing and Materials (ASTM) STP 1459 (Innovations in Controlled Low-Strength Material) ; 115-126.
  • Masada, T., Sargand, S. (2002). Measured Structural Performance of HDPE Pipe Installed in CLSM-CDF. Cleveland, OH: Proceedings of the ASCE Pipelines 2002 Conference, American Society of Civil Engineers.
  • Masada, T., Sargand, S. (2001). Field Performance of Flexible Pipe Installed in Fly Ash-Based Flowable Fill. Philadelphia, PA: Proceedings of the 17th International Conference on Solid Waste Technology and Management.
  • Sargand, S., Masada, T., Moran, A., White, K. (2000). Thermoplastic Pipe Responses Under Deep Burial Conditions, Geotechnical Engineering Trends in the New Millenium. Hershey, PA: Central Pennsylvania Section ASCE and Pennsylvania Department of Transportation.
  • Masada, T., Sargand, S., Shah, J. (1999). Characterization of Flowable Material Based on Midwestern Coal Ash. Chicago, IL: ACI Spring Convention.
  • Masada, T., Sargand, S. (1998). Deformation Characteristics of Profile-Wall Thermoplastic Pipes Under Shallow Burial and Surface Loading. Proceedings of the Conference on Structural Performance of Pipes ‘98; 123-130.
  • Sargand, S., Hazen, G., Masada, T., Hurd, J. (1995). 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. (1995). Centrifuge Modeling - Settlement of Highway Bridge Spread Footings on Cohesionless Soils in Ohio. Washington, D.C.: Transportation Research Board Annual Meeting.
  • Sargand, S., Masada, T., Mao, B., Yalamanchili, V., Hurd, J. (1994). Performance of Buried Corrugated HDPE Pipe. Singapore: Centrifuge ‘94 International Conference.
  • Sargand, S., Hazen, G., Masada, T., Hurd, J. (1993). Five Year Field Performance Study of Three Metal Box Culverts. Balkema, Rotterdam: Structural Performance of Pipes; 137-146.
  • Sargand, S., Mitchell, G., Masada, T. (1993). Structural Performance of an HDPE Leachate Collection Pipe. San Jose, CA: The Solid Waste Association of North America, Proceedings of the 31st Annual International Solid Waste Exposition.
  • Masada, T., Sargand, S. (1993). Proceedings of the American Society for Engineering Education 100th Annual Conference. Champaign-Urbana, Illinois : Proceedings of the American Society for Engineering Education 100th Annual Conference.
  • Mitchell, G., Masada, T. (1993). A Review of Erosion and Sediment Control Specifications of Departments of Transportation. Indianapolis, Indiana : Proceedings of the 24th International Erosion Control Association.
  • Mitchell, G., Masada, T., Sargand, S. (1992). Analysis of Erosion and Sediment Control Practices of State Departments of Transportation. Reno, NV : Proceedings of the 23rd International Erosion Control Association Conference.
  • Masada, T., Mitchell, G., Sargand, S. (1991). Characteristics of Geotextile/ HDPE Geomembrane Interface Under Direct Shear Conditions. Lexington, KY: Proceedings of the Ohio River Valley Soils Seminar XXII; 3.1-3.10.
  • Mitchell, G., Masada, T., Sargand, S. (1991). Effect of Temperature on Interface Properties Between HDPE Geomembrane and Cohesionless Soils. Montreal, Canada : Proceedings of the Canadian Conference on Environmental Geotechnics.
  • Mitchell, G., Sargand, S., Masada, T. (1991). Erosion and Sediment Control Practices in Highway Construction. Orlando, FL: Proceedings of the 22nd Annual Conference of the International Erosion Control Association; 57-68.
  • Mitchell, G., Sargand, S., Masada, T. (1990). Interface Properties Between Cohesionless Soils and Geomembranes. Cleveland, OH: Proceedings of the HMC Great Lakes ‘90 Conference.

Working Paper (1)

  • Masada, T. Analysis of Buried Arch-Shaped Chamber Structures.

Journal Article, Academic Journal (28)

  • Sargand, S., Masada, T. (2015). The Modulus of Soil Reaction Values Measured in Ohio Thermoplastic Pipe Deep Burial Project. 1. Reston, VA: American Society of Civil Engineers; 6: p. 1-8.
  • Masada, T., Sargand, S., Goddard, J. (2013). Field Service Conditions of the Oldest Corrugated HDPE Pipe Culvert Under Ohio’s Roadway. 3. Reston VA: Journal of Performance of Constructed Facilities, ASCE; 27: 326-333.
  • Tarawneh, B., Masada, T., Sargand, S. (2013). Estimated and Measured Settlements of Shallow Foundation Supporting Bridge Substructure. 2. Irbid : Jordan Journal of Civil Engineering; 7: 224-235. http://oldwww.just.edu.jo/~jjce/index.htm.
  • Masada, T., Sargand, S., James, G. (2011). Field Service Conditions of the Oldest Corrugated HDPE Pipe Culvert Under Ohio’s Roadway. Reston VA: Journal of Performance of Constructed Facilities.
  • Masada, T., Sargand, S. (2011). Thermoplastic Pipe Deep Burial Study in Ohio: Further Analysis of Field Performance Data. Reston VA: Journal of Pipeline Systems – Engineering and Practice, ASCE.
  • Sargand, S., Masada, T., Keatley, D. (2009). The Pennsylvania Thermoplastic Pipe Deep Burial Project: The 20th Year Investigation. 4. Reston, VA: Journal of Performance of Constructed Facilities, American Societh of Civil Engineers (ASCE); 23: 7.
  • Sargand, S., Masada, T., Moreland, A. (2008). Measured Field Performance and computer Analysis of Large-Diameter Multi-Plate Stell Pipe Culvert Installed in Ohio. 6. Reston, VA: Journal of Performance of Constructed Facilities, American Society of Civil Engineers (ASCE); 22: 391-397.
  • Sargand, S., Masada, T. (2008). Deeply Buried Thermoplastic Pipe Field Performance over Five Years. 8. Reston VA: ASCE Journal of Geotechnical and Geoenvironmental Engineering; 134: 118-119.
  • Sargand, S., Masada, T., Tarawneh, B. (2007). Deeply Buried Thermoplastic Pipe Field Performance Over Five Years. 8. Reston, VA: Journal of Geotechnical and Geoenvironmental Engineering, American Society of Civil Engineers (ASCE); 134: 1181-1191.
  • Masada, T., Sargand, S. (2007). Discussion on "Full-Scale Field Tests on Flexible Pipes Under Live Load Application" by Arokiasamy et al. 1. Reston, VA: Journal of Performance of Constructed Facilities, American Society of Civil Engineers (ASCE); 20: 21-27.
  • Masada, T., Sargand, S., Tarawneh, B., Mitchell, G., Gruver, D. (2007). Inspection and Risk Assessment of Concrete Culverts Under Ohio's Highways. 3. Reston, VA: Journal of Performance of Constructed Facilities, American Society of Civil Engineers (ASCE); 21: 225-233.
  • Masada, T., Sargand, S. (2007). Peaking Deflections of Flexible Pipe During Initial Backfilling. 2. Reston, VA: Journal of Transportation Engineering, American Society of Civil Engineers (ASCE); 133: 105-111.
  • Masada, T., Sargand, S., Tarawneh, B., Mitchell, G., Gruver, D. (2006). New Inspection and Risk Assessment Methods for Metal Culverts Under Ohio HIghways. 1976. Washington, D.C.: Transportation Research Record, No. 1976, Transportation Research Board; 141-148.
  • Sargand, S., Masada, T., Tarawneh, B., Gruver, D. (2006). Closure to Discussion on "Field Performance and Analysis of Large Diameter HDPE Pipe Under Relatively Deep Soil Fill" by Yahia E-A Mohamedzein. 7. New York, NY: Journal of Geotechnical & Geoenvironmental Engineering, American Society of Civil Engineers (ASCE); 132: 960-961.
  • Sargand, S., Masada, T., Tarawneh, B., Gruver, D. (2005). Field Performance and Analysis of Large Diameter High-Density Polyethylene Pipe Under Deep Soil Fill. 1. New York, NY: Journal of Geotechnical & Geoenvironmental Engineering, American Society of Civil Engineers; 131: 39-51.
  • Sargand, S., Masada, T., Tarawneh, B., Yanni, H. (2004). Use of Soil Stiffness Gauge (SSG) in Thermoplastic Pipe Installation. 6. Journal of Transportation Engineering, American Society of Civil Engineernigs; 130: 768-776.
  • Masada, T., Sargand, S. (2004). Field Demonstration Test on Construction and Strength of Flexible Pipe Drainage System Using Flowable Fill. 6. Journal of ASTM International (JAI); 1: Unknown.
  • Sargand, S., Masada, T., Abdalla, B. (2003). Evaluation of CPT-Based Settlement Prediction Method for Shallow foundations on Cohesionless Soils at Highway Bridge Construction Sites. 10. New York, New York: Journal of Geotechnical & Geoenvironmental Engineering, American Society of Civil Engineers (ASCE); 129: 900-908.
  • Sargand, S., Masada, T., White, K., Altarawneh, B. (2002). 1,050-mm (42-in.) Diameter, Profile-Wall HDPE Pipes Under Deep Soil Cover: Comparisons Between Field Performance Data and Analytical Predictions. Journal of the Transportation Research Board; 1814: 186-196.
  • Sargand, S., Masada, T., Schehl, D. (2002). Soil Pressure Measured at Various Fill Heights Above Deeply Buried Thermoplastic Pipe. Journal of the Transportation Research Board; 1770: 227-235.
  • Sargand, S., Masada, T., White, K. (2000). Performance of Large Diameter HC-HDPE Pipe Under Highway Embankment. 5. Canadian Geotechnical Journal; 37: 1099-1108.
  • Sargand, S., Masada, T., Engle, R. (2000). Effect of Bearing Soil Layer Surface Finish Methods on Performance of Highway Bridge Spread Footing. Hershey, PA: Performance Confirmation of Constructed Geotechncial Facilities, American Society of Civil Engineers; 170-183.
  • Sargand, S., Masada, T., Wasniak, D. (2000). Variability of Initial Subgrade Modulus at Ohio SHRP Test Road, STP 1384. ASTM Symposium on Constructing and Controlling Compaction of Earth Fills; 274-289.
  • Sargand, S., Masada, T., Engle, R. (1999). Spread Footing Foundation for Highway Bridge Applications. 5. ASCE Journal of Geotechnical and Geoenvironmental Engineering; 125: 373-382.
  • Sargand, S., Masada, T., Hurd, J. (1996). Effect of Rib Spacing on Deformation of Profile Wall Plastic Pipes Buried in Coarse Granular Backfill. Philadelphia, PA: American Standards of Testing and Materials; 217-222.
  • Sargand, S., Hazen, G., Liu, X., Masada, T., Hurd, J. (1995). Structural Performance of Buried PVC Pipes Under Large Distributed Load. Transportation Research Record; 1514: 59-67.
  • Sargand, S., Hazen, G., Masada, T., Hurd, J. (1994). Long Term Field Study of a Deep-Corrugated Metal Box-Type Culvert. Canadian Geotechnical Journal; 31: 175-180.
  • Masada, T., Mitchell, G., Sargand, S., Shashikumar, B. (1994). Modified Direct Shear Study of Clay Liner/Geomembrane Interfaces Exposed to Landfill Leachate. 3. Geotextiles and Geomembranes; 13: 165.

Patents

  • Masada, T. Vertical Deflection Formula.