Evaluating Mechanical Properties of Earth Material During Intelligent Compaction (2020)

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108 References Adam, D., and F. Kopf (2004). “Operational Devices for Compaction Optimization and Quality Control (Continuous Compaction Control & Light Falling Weight Device).” International Seminar on Geotechnic Pavement and Railway Design and Construction (Athens, Greece, December 16–17, 2004). Millpress, Rotterdam, The Netherlands, pp. 97–106. Adam, D., and J. Pistrol (2016). Dynamic Roller Compaction for Earthworks and Roller-Integrated Continuous Compaction Control: State of the Art Overview and Recent Developments. Proc. Conferenze di Geotecnica di Torino, XXIV Ciclio, 1–41. Anderegg, R. (1997). “Nichtlineare Schwingungen bei dynamischen Bodenverdichtern (Nonlinear Vibrations with Dynamic Soil Compactors).” Eidgenössische Technishe Hochschule ETH Zürich, Zürich, Switzerland. Anderegg, R., and K. Kaufmann (2004). “Intelligent Compaction with Vibratory Rollers: Feedback Control Systems in Automatic Compaction and Compaction Control.” Transportation Research Record: Journal of the Transportation Research Board, No. 1868, pp. 124–134. http://dx.doi.org/10.3141/1868-13. Bräu, G., K. Hartman, and G. Pelz. (2004). “Flächendeckende Prufung der Verdichtung (FDVK)-Baupraktische Umsetzung und verfahrens-bezogene Verdichtungsanforderungen (CCC Testing of Compaction- Implementation in Construction Practice and Procedure-Related Compaction Specifications).” Lehrstuhl und Prüfamt für Grundbau, Bodenmechanik und Felsmechanik der Technischen Universitat München, Heft 897, München, Germany. Buechler, S. R., G. G. W. Mustoe, J. R. Berger, and M. A. Mooney (2012). “Understanding the Soil Contact Problem for the LWD and Static Drum Roller by Using the DEM.” Journal of Engineering Mechanics, American Society of Civil Engineers, 138(1), 124–132. Carrasco, C., C. Tirado, and H. Wang (2014). Numerical Simulation of Intelligent Compaction Technology for Construction Quality Control. CAIT-UTC 029 Report, El Paso, TX. Cary, C. E., and C. E. Zapata (2010). “Enhanced Model for Resilient Response of Soils Resulting from Seasonal Changes as Implemented in Mechanistic-Empirical Pavement Design Guide,” Transportation Research Record: Journal of the Transportation Research Board, No. 2170, pp. 36–44. http://dx.doi.org/10.3141/2170-05. Cary, C. E., and C. E. Zapata (2011). “Resilient Modulus for Unsaturated Unbound Materials.” Road Materials Pavement Design, 12 (3), pp. 615–638. Erdmann, P., and D. Adam (2014). “Numerical Simulation of Dynamic Soil Compaction with Vibratory Compaction Equipment.” XV Danube—European Conference on Geotechnical Engineering (DECGE 2014), H. B. & D. Adam, ed., Vienna, Austria, 243–248. Ferris, A. J. (1985). “Developments in Compaction Control Systems.” Highways & Transportation, 32(7), pp. 2–5. Floss, R., G. Bräu, M. Gahbauer, N. Gruber, and J. Obermayer. (1991). “Dynamische Verdichtungsprüfung bei Erd-und Straßenbauten (Dynamic Compaction Testing in Earth and Road Construction).” Prüfamt für Grundbau, Boden-und Felsmechanik Technische Universität München, Heft 612. München, Germany. Floss, R., W. Kröber, and W. Wallrath (2001). “Dynamische Bodensteifigkeit als Qualitätskriterium für die Bodenverdichtung (Dynamic Soil Stiffness as a Quality Criterion for Soil Compaction).” 4. Internationales Symposium Technik und Technologie des Verkehrswegebaus (4th International Symposium and Technology Series of Transportation Infrastructures), BAUMA, München, Germany. Göktepe, A. B., E. Ağar, and A. H. Lav (2006). “Advances in Backcalculating the Mechanical Properties of Flexible Pavements.” Advances in Engineering Software, 37(7), pp. 421–431. Gupta, S., A. Ranaivoson, T. Edil, C. Benson, and A. Sawangsuriya (2007). Pavement Design Using Unsaturated Soil Technology, Report No. MN/RC-2007-11, Final Research Report submitted to Minnesota Department of Transportation, University of Minnesota, Minneapolis, MN.

References 109 Kenneally, B., O. M. Musimbi, J. Wang, and M. A. Mooney (2015). “Finite Element Analysis of Vibratory Roller Response on Layered Soil Systems.” Computers and Geotechnics, 67, pp. 73–82. Khoury, N. N., and M. M. Zaman (2004). “Correlation Between Resilient Modulus, Moisture Variation, and Soil Suction for Subgrade Soils,” Transportation Research Record: Journal of Transportation Research Board, No. 1874, pp. 99-107. https://doi.org/10.3141/1874-11. Kröber, W., R. Floss, and W. Wallrath (2001). “Dynamic Soil Stiffness as Quality Criterion for Soil Compaction.” Geotechnics for Roads, Rail Tracks and Earth Structures, A.A.Balkema Publishers, Tokyo, Japan, pp. 189–199. Malla, R., and S. Joshi (2007). “Resilient Modulus Prediction Models Based on Analysis of LTPP Data for Sub- grade Soils and Experimental Verification.” Journal of Transportation Engineering, Vol. 133, No. 9, 491–500. Mazari, M., E. Navarro, I. Abdallah, and S. Nazarian (2014). Comparison of Numerical and Experimental Responses of Pavement Systems Using Various Resilient Modulus Models. Soils and Foundations, 54(1), 36–44. McCartney, J., and A. Khosravi (2013). “Field-Monitoring System for Suction and Temperature Profiles under Pavements.” Journal of Performance of Constructed Facilities, Vol. 27, Issue 6, pp. 818–825. Mooney, M. A., and N. W. Facas (2013). Extraction of Layer Properties from Intelligent Compaction Data: Final Report for NCHRP Highway IDEA Project 145, Transportation Research Board of the National Academies, Washington, D.C. Mooney, M. A., and R. V. Rinehart (2009). “In Situ Soil Response to Vibratory Loading and Its Relationship to Roller-Measured Soil Stiffness.” Journal of Geotechnical and Geoenvironmental Engineering, American Society of Civil Engineers, 135(8), pp. 1022–1031. Mooney, M. A., P. B. Gorman, E. Farouk, J. N. Gonzalez, and A. S. Akanda (2003). “Exploring Vibration-Based Intelligent Soil Compaction.” Final Report, Project No. 2146. Oklahoma Department of Transportation, Oklahoma City, OK. Mooney, M. A., P. B. Gorman, and J. N. Gonzalez (2005). “Vibration-Based Health Monitoring During Earthwork Construction.” Journal of Structural Health Monitoring, Vol. 2, No. 4, pp. 137–152. Mooney, M. A., R. V. Rinehart, and P. J. van Susante (2006). “The Influence of Heterogeneity on Vibratory Roller Compactor Response,” in D. J. DeGroot, J.T. DeJong, D. Frost, and L.G. Baise, eds., GeoCongress 2006: Geotechnical Engineering in the Information Technology Age. American Society of Civil Engineers, Atlanta, GA, 1–6. Mooney, M. A., R. V. Rinehart, N. W. Facas, O. M. Musimbi, and D. J. White (2010). NCHRP Report 676: Intel- ligent Soil Compaction Systems. Transportation Research Board of the National Academies, Washington, D.C. Navarro, E., J. Garibay, I. Abdallah, and S. Nazarian (2012). “Development of Models to Estimate Modulus and Permanent Deformation of Texas Bases,” Technical Memorandum: 0-6622-4a. Subtask 4.1: MR and PD Model Developments for Granular Base Materials. Center for Transportation Infrastructure Systems, The University of Texas at El Paso, El Paso, TX. Nazarian, S., M. Mazari, I. Abdallah, A. J. Puppala, L. N. Mohammad, and M. Y. Abu-Farsakh (2014). NCHRP Research Results Digest 391: Modulus-Based Construction Specification for Compaction of Earthwork and Unbound Aggregate. Transportation Research Board of the National Academies, Washington, D.C. Nazzal, M. (2014). NCHRP Synthesis 456: Non-Nuclear Methods for Compaction Control of Unbound Materials. Transportation Research Board, Washington, D.C. Ninfa, A. (2013). Experimental Analysis on the Use of CCC Systems to Analyze the In-Situ Bearing Capacity of C&D Materials. Doctoral dissertation. Università di Bologna, Bologna, Italy. Ooi, P. S. K., A. R. Archilla, and K. G. Sandefur (2004). “Resilient Modulus Models for Compacted Cohesive Soils,” Transportation Research Record: Journal of the Transportation Research Board, No. 1874, pp. 115–124. https://doi.org/10.3141/1874-13. Pacheco, L.G., and S. Nazarian (2011). “Impact of Moisture Content and Density on Stiffness-Based Acceptance of Geomaterials,” Transportation Research Record: Journal of the Transportation Research Board, No. 2212, pp. 1-13. https://doi.org/10.3141/2212-01. Petersen, L. (2005), Continuous Compaction Control: MnROAD Demonstration. Final Report No. MN/RC- 2005-07, Minnesota Department of Transportation, St. Paul, MN. Puppala, A. J. (2008). NCHRP Synthesis 382: Estimating Stiffness of Subgrade and Unbound Materials for Pavement Design. Transportation Research Board of the National Academies, Washington, D.C. Richter, C. (2006). Seasonal Variations in the Moduli of Unbound Pavement Layers. FHWA-HRT-04-079, Turner-Fairbanks Highway Research Center, McLean, VA. Sabnis, A. K., I. N. Abdallah, S. Nazarian, and A. J. Puppala (2009). “Development of Shrinkage Model Based on Index Properties for Clays.” In Proceedings of the 88th Annual Meeting of the Transportation Research Board (No. 09-2153), Washington, D.C. Siddagangaiah, A. K., R. Aldouri, S. Nazarian, C. M. Chang, and A. Puppala. (2014). “Improvement of Base and Soil Construction Quality by Using Intelligent Compaction Technology.” Report FHWA/TX-13/0-6740-1, prepared for the Texas Department of Transportation and the Federal Highway Administration by the Center for Transportation Infrastructure Systems, The University of Texas at El Paso, El Paso, TX.

110 Evaluating Mechanical Properties of Earth Material During Intelligent Compaction Thompson, M., and D. White (2007). “Field Calibration and Spatial Analysis of Compaction-Monitoring Technology Measurements.” Transportation Research Record: Journal of the Transportation Research Board, No. 2004, pp. 69–79. https://doi.org/10.3141/2004-08. Thurner, H. F., and L. Forsblad (1978). Compaction Meter on Vibrating Rollers. Research Bulletin No. 8022, Solna, Sweden. Thurner, H. F., and Å. Sandström (1980). “A New Device for Instant Compaction Control.” Proceedings of the International Conference on Compaction, Paris, France, pp. 611–614. Tirado, C., S. Rocha, A. Fathi, M. Mazari, and S. Nazarian (2019). Deflection-Based Field Testing for Quality Management of Earthwork. Technical Report No. 0-6903-1, prepared for the Texas Department of Trans- portation and the Federal Highway Administration by the Center for Transportation Infrastructure Systems, The University of Texas at El Paso, El Paso, TX. Tutumluer, E. (2013). NCHRP Synthesis of Highway Practice 445: Practices for Unbound Aggregate Pavement Layers. Transportation Research Board of the National Academies, Washington, D.C. van Susante, P. J., and M. A. Mooney (2008). “Capturing Nonlinear Vibratory Roller Compactor Behavior through Lumped Parameter Modeling.” Journal of Engineering Mechanics, 134(8), 684–693. Velasquez, R., K. Hoegh, I. Yut, N. Funk, G. Cochran, M. Marasteanu, and L. Khazanovich (2009). Imple- mentation of the MEPDG for New and Rehabilitated Pavement Structures for Design of Concrete and Asphalt Pavements in Minnesota. Research Report MN/RC 2009-06, prepared for the Minnesota DOT by the University of Minnesota, Minneapolis, MN. Von Quintus, H. L., and B. Killingsworth (1998). Analyses Relating to Pavement Material Characterizations and Their Effects on Pavement Performance. FHWA-RD-97-085, Federal Highway Administration, U.S. Department of Transportation, McLean, VA. Von Quintus, H. L., C. Rao, R. E. Minchin, S. Nazarian, K. R. Maser, and B. Prowell (2009). NCHRP Report 626: NDT Technology for Quality Assurance of HMA Pavement Construction. Transportation Research Board of the National Academies, Washington, D.C. Von Quintus, H. L., C. Rao, B. Bhattacharya, H. Titi, and R. English (2010). “Evaluation of Intelligent Compaction Technology for Densification of Roadway Subgrades and Structural Layers,” Draft Final Report, WHRP Study No. 00092-08-07, submitted to the Wisconsin Highway Research Program by Applied Research Associates, Inc., University of Wisconsin at Milwaukee, Milwaukee, WI. White, D. J., and M. J. Thompson (2008). “Relationships Between in Situ and Roller-Integrated Compaction Measurements for Granular Soils.” Journal of Geotechnical and Geoenvironmental Engineering, American Society of Civil Engineers, 134(12), pp. 1763–1770. White, D. J., and P. K. R. Vennapusa (2015). Report of the 3rd Workshop for Intelligent Compaction Consortium. Intrans Project 10-395, Center for Transportation Research and Education (CTRE), Iowa State University, Ames, IA. Wolfe, W., and T. Butalia (2004). Continued Monitoring of SHRP Pavement Instrumentation Including Soil Suction and Relationship with Resilient Modulus. Report No. FHWA/OH-2004/007. Federal Highway Administration, U.S. Department of Transportation, Washington, D.C. Xia, K., and T. Pan (2010). “Understanding Vibratory Asphalt Compaction by Numerical Simulation.” International Journal of Pavement Research and Technology, 4(3), pp. 185–194. Yau, A., and H. Von Quintus (2002). “Study of LTPP Laboratory Resilient Modulus Test Data and Response Characteristics.” Final Report FHWA-RD-02-051. Federal Highway Administration, U.S. Department of Transportation, Washington, D.C.