National Academies Press: OpenBook

Intelligent Soil Compaction Systems (2010)

Chapter: References

« Previous: Chapter 9 - Conclusions
Page 159
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2010. Intelligent Soil Compaction Systems. Washington, DC: The National Academies Press. doi: 10.17226/22922.
×
Page 159
Page 160
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2010. Intelligent Soil Compaction Systems. Washington, DC: The National Academies Press. doi: 10.17226/22922.
×
Page 160
Page 161
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2010. Intelligent Soil Compaction Systems. Washington, DC: The National Academies Press. doi: 10.17226/22922.
×
Page 161

Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.

  Adam, D. (1996). “Flächendeckende Dynamische Verdichtungskon- trolle (FDVK) mit Vibrationswalzen (Continuous Compaction Control with Vibratory Rollers).” Institut für Grundbau und Bo- denmechanik, Dissertation, Technische Universität Wien. Adam, D. (2007). “Roller Integrated Continuous Compaction Control (CCC) Technical Contractual Provisions & Recommendations.” Design and Construction of Pavements and Rail Tracks: Geotechnical Aspects and Processed Materials, A.G. Correia, Y. Momoya, and F. Tatsuoka, eds., Taylor & Francis Group, London, UK, pp. 111–138. Adam, D., and F. Kopf. (2004). “Operational Devices for Compaction Optimization and Quality Control (Continuous Compaction Con- trol & Light Falling Weight Device).” Proceedings of the Interna- tional Seminar on Geotechnics in Pavement and Railway Design and Construction, Athens, Greece, pp. 97–106. Anderegg, R. (1998). “Nichtlineare Schwingungen bei dynamischen Bodenverdichtern (Nonlinear Vibrations with Dynamic Soil Com- pactors).” Dissertation. Diss. ETH Nr. 12419, Eidgenössische Tech- nische Hochschule, Zürich. Anderegg, R., and K. Kaufmann. (2004). “Intelligent Compaction with Vibratory Rollers.” Transportation Research Record 1868, Transpor- tation Research Board, Washington, D.C., pp. 124–134. Anderson, D.G., and R.D. Woods. (1975). “Comparison of Field and Laboratory Shear Modulus.” Proceedings, In Situ Measurement of Soil Properties,Vol. I, ASCE, Raleigh, N.C., pp. 69–92. Andrei, D., M.W. Witczak, C.W. Schwartz, and J. Uzan. (2004). “Har- monized Resilient Modulus Test Method for Unbound Pavement Materials.” Journal of Transportation Research Record, No. 1874, Transportation Research Board, Washington, D.C., pp. 29–37. Bekker, M. G. (1969). Introduction to Terrain-Vehicle Systems. University of Michigan Press, Ann Arbor. Brandl, H., and D. Adam. (1997). “Sophisticated Continuous Compac- tion Control of Soils and Granular Materials.” Proceedings 14th In- ternational Conference on Soil Mechanics and Foundation Engineer- ing. Hamburg, Germany, pp. 1–6. Brandl, H., and D. Adam. (2000). “Flächendeckende Dynami- sche Verdichtungskontrolle (FDVK) mit Vibrationswalzen— Grundlagenforschung und praktische Anwendung (Continuous Compaction Control with Vibratory Rollers—Basic Research and Practical Application).” Schriftenreihe der Stra�enforschung Heft 506, Forschungsvorhaben Nr. 3.147, Bundesministerium für Wirt- schaftliche Angelegenheiten, Wien. Brandl, H. (2001). “Compaction of Soil and Other Granular Material- Interactions.” Geotechnics for Roads, Rail Tracks and Earth Struc- tures, A.A. Balkema Publishers, Lisse/Abington/Exton (Pa)/Tokyo. Brandl, H., F. Kopf, and D. Adam. (2005). “Continuous Compaction Control (CCC) with Differently Excited Rollers.” Schriftenreihe der Stra�enforschung Heft 553, Forschungsvorhaben Nr. 3.176, Bun- desministerium für Verkehr, Innovation und Technologie, Wien. Bräu, G., K. Hartman, and G. Pelz. (2004). “Flächendeckende Pru- fung 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. Clark, I., and W. Harper. (2002). Practical Geostatistics 2000. Ecosse North America LLC, Columbus, Ohio. D’Appolonia, D.J., R.V. Whitman, and E.D’Appolonia. (1969). “Sand Compaction with Vibratory Rollers.” Journal of Soil Mechanics & Foundations Division, ASCE, Vol. 95, pp. 263–284. Daleiden, J.F., B.M. Killingsworth, A.L. Simpson, and R.A. Zamora. (1994). “Analysis of Procedures for Establishing In Situ Subgrade Moduli.” Transportation Research Record, Vol. 1462, pp. 102–107. Davis, F.J. (1953). “Quality Control of Earth Embankments.” Proceed- ings 3rd International Conference on Soil Mechanics and Foundation Engineering, Vol. I, August 16–27, Zurich. Dynatest. (2004). Keros Portable FWD—Instruction Manual for Use and Maintenance. Issue No. 010704, Denmark. Facas, N.W., and M.A. Mooney. (2010). “Position Reporting of Data from Intelligent Compaction Rollers.” Journal of Testing and Evalu- ation, ASTM, Vol. 38, No. 1, 1-6. Facas, N.W., M.A. Mooney, and R. Furrer. (2010). “Anisotropy in the Spatial Distribution of Roller-Measured Soil Stiffness.” Interna- tional Journal of Geomechanics, ASCE, Vol. 10, No. 4, 129-135. Floss, R., N. Gruber, and J. Obermayer. (1983). “A Dynamical Test Method for Continuous Compaction Control.” Proceedings 8th Eu- ropean Conference on Soil Mechanics and Foundation Engineering, H. G. Rathmayer and K. Saari, eds., May, Helsinki, pp. 25–30. Floss, R., G. Bräu, M. Gahbauer, N. Gruber, and J. Obermayer. (1991). “Dynamische Verdichtungsprüfung bei Erd-und Stra�enbauten (Dynamic Compaction Testing in Earth and Road Construction).” Prüfamt für Grundbau, Boden-und Felsmechanik Technische Uni- versität München, Heft 612. München. Forssblad, L. (1980). “Compaction Meter on Vibrating Rollers for Im- proved Compaction Control.” Proceedings of the International Con- ference on Compaction, Vol. II, Paris, pp. 541–546. Freund, R., R. Littell, and L. Creighton. (2003). Regression Using JMP®. SAS Institute and Wiley, Cary, NC. References

0 Grabe, J. (1994). “Spatial Variation of Soil Stiffness: Spectral Density Approach.” Soil Dynamics and Earthquake Engineering, Vol. 13, Great Britain, pp. 25–29. Griffiths, D.V., G.A. Fenton, and N. Manoharan. (2006). “Undrained Bearing Capacity of Two-Strip Footings on Spatially Random Soil.” International Journal of Geomechanics, Vol. 6, No. 6, pp. 421–427. Hartman, K. (2002). “Untersuchung zur Prognose von Anforde- rungswerten an die Beschleunigungsmesswerte der FDVK— Methode (Research Towards Prediction of Specification Values (Measurement Values) of CCC Methods Based on the Acceleration Measurement Values).” Dissertation. Lehrsthul und Prüfamt für Grundbau, Bodenmechanick und Felsmechanick der Technischen Universität München, Schriftenreihe Heft 34, München. Isaaks, E.H., and R.M. Srivastava. (1989). An Introduction to Applied Geostatistics. Oxford University Press, New York. Ishihara, K. (1996). Soil Behavior in Earthquake Geotechnics. Clarendon Press, Oxford. ISSMGE. (2005). Roller-Integrated Continuous Compaction Control (CCC), Technical Contractual Provisions—Recommendations. In- ternational Society for Soil Mechanics and Geotechnical Engineer- ing: Geotechnics for Pavements in Transportation Infrastructure. Kopf, F., and P. Erdmann. (2005). “Numerische Untersuchunsen der Flachendecker Dynamischer Verdichtungskontrolle (Numerical Analysis of Continuous Compaction Control).” Osterreichische Ingenieus-und Architekten-Zeitschrift (OIAZ), Vol. 150, No. 4–5, pp. 126–143. Kröber, W. (1988). “Untersuchung der Dynamischen Vorgäge bei der Vibrationsverdichtung von Böden (Analysis of Dynamic Opera- tion During the Vibrational Compaction of Soil).” Dissertation. Lehrstuhl und Prufamt fur Grundbau, Bodenmechanik und Fels- mechanik der Technischen Universität, Munchen, Schriftenreihe Heft 11, Munchen. 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, Lisse/ Abingdon/Exton (Pa)/Tokyo. Lundberg, G. (1939). “Elastische Berührung Zweier Halbräume (Elastic Contact Between Two Half Spaces).” Forschung auf dem Gebiete des Ingenieurwesens, Vol. 10, pp. 201–211, Göteborg. Machet, J.M. (1980). “Compactor-Mounted Control Devices.” Proceed- ings, International Conference on Compaction, Vol. II, Paris, pp. 577–581. Mn/DOT Specification 2106. (2007). “Excavation and Embankment— Quality Compaction by IC, LWD, & Test Rolling (Pilot Specifica- tion for Embankment Grading Materials).” Minnesota Department of Transportation, 11 pp. Mooney, M. A., P. B. Gorman, E. Farouk, J. N. Gonzalez, and A. S. Akanda (2003). “Exploring Vibration Based Intelligent Soil Compaction.” Oklahoma Department of Transportation. Project No. 2146, Final Report, 250 pp. Mooney, M.A., P.B. Gorman, and J.N. Gonzalez. (2005). “Vibration Based Health Monitoring During Earthwork Construction.” Jour- nal of Structural Health Monitoring, Vol. 2, No. 4, pp. 137–152. Mooney, M.A., and D. Adam. (2007). “Vibratory Roller Integrated Mea- surement of Earthwork Compaction: An Overview.” Proceedings FMGM2007—International Symposium on Field Measurements in Geomechanics, September 24-27, Boston. Mooney, M.A., and R.V. Rinehart. (2007). “Field Monitoring of Roller Vibration During Compaction of Subgrade Soil.” Journal of Geo- technical and Geoenvironmental Engineering, ASCE, Vol. 133, No. 3, pp. 257–265. Mooney, M. A., and P. K. Miller. (2008). “Analysis of Light Falling Weight Deflectometer Test Based on In-Situ Stress and Strain Response.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 135, No. 2, pp. 199–208. 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 Engineer- ing, ASCE, Vol. 135, No. 8, pp. 1022–1031. Nazarian, S., J. Rojas, R. Pezo, D. Yuan, I. Abdallah, and T. Scullion, T. (1998). “Relating Laboratory and Field Moduli of Texas Base Ma- terials.” Transportation Research Record, 1639, pp. 1–11. Odemark, N. (1949). “Investigations as to the elastic properties of soils and design of pavements according to the theory of elasticity.” Statens Väginstitut, Mitteilung No. 77, Stockholm, Sweden. Ott, R.L., and M. Longnecker. (2001). An Introduction to Statistical Methods and Data Analysis, 5th Ed., Wadsworth Group, Pacific Grove, Calif. Petersen, L. (2005). Continuous Compaction Control MnROAD Dem- onstration. Final report submitted to Mn/DOT, Report No. MN/RC-2005-07. Petersen, D., M. Erickson, R. Roberson, and J. Siekmeier. (2007). “Intel- ligent Soil Compaction: Geostatistical Data Analysis and Construc- tion Specifications.” Transportation Research Board 86th Annual Meeting, Washington, D.C., Paper #07-2858, CD-ROM. Ping, W.V., M. Leonard, Z. Yang, and S. Putcha. (2002). “Laboratory Simulation of Field Compaction Characteristics on Sandy Soils.” Transportation Research Record, Vol. 1808, pp. 84–95. Preisig, M., R. Noesberger, M. Caprez, P. Amann, and R. Anderegg. (2006). Flächendeckende Verdichtungskontrolle (FDVK) mittels bodenmechanischer Materialkenngrössen (Continuous Compaction Control Based on Geotechnical Parameters), Report VSS 2000/353, Institute for Geotechnik, Federal Institute of Technology ETH, Zurich. Quibel, A. (1980). “Le comportement vibratoire: Trait d’union entre le choix des parameters et l’efficacite des rouleaux vibrants (The Vi- bratory Behavior: Interactions Between Vibration Parameters and the Effectiveness of Vibratory Rollers).” Proceedings of the Interna- tional Conference on Compaction, Session VII Compaction Equip- ment, ENPC, LCPC, Paris. Rahman, F., M. Hossain, M. Hunt, and S. Romanoschi. (2008). “Soil Stiffness Evaluation for Compaction Control of Cohesionless Embankments.” Geotechnical Testing Journal, Vol. 31, No. 5, pp. 1–10. Rinehart, R.V., M.A. Mooney, and J.R. Berger. (2008). “In-Ground Stress-Strain Beneath Center and Edge of Vibratory Roller Com- pactor.” Advances in Transportation Geotechnics: Proceedings 1st In- ternational Conference on Transportation Geotechnics, Nottingham, U.K., Aug. 25–27, pp. 737–741. Rinehart, R.V., and M.A. Mooney. (2008). “Instrumentation of a Roller Compactor to Monitor Vibration Behavior During Earthwork Compaction.” Automation in Construction, No. 17, pp. 144–150. Rinehart, R.V., J.R. Berger, and M.A. Mooney. (2009). “Comparison of Stress States and Paths: Vibratory Roller Measures Soil Stiffness and Resilient Modulus Testing.” Transportation Research Record 2116, 8-15. Rinehart, R.V., and M.A. Mooney. (2009a). “Measurement of Roller Compactor Induced Triaxial Soil Stresses and Strains.” Geotechni- cal Testing Journal, ASTM, Vol. 32, No. 4, pp. 347–357. Rinehart, R.V., and M.A. Mooney. (2009b). “Measurement Depth of Vi- bratory Roller-Measured Soil Stiffness.” Geotechnique, Vol. 59, No. 7, pp. 609–619.

  Rodhe, G.T., and T. Scullion. (1990). MODULUS 4.0: Expansion and Validation of the MODULUS Backcalculation System. Research Re- port 1123-3, Texas Transportation Institute, Texas A&M University, College Station. Samaras, A.A., R. Lamm, and J. Treiterer. (1991). “Application of Con- tinuous Dynamic Compaction Control for Earthworks in Rail- road Construction.” Transportation Research Record, Vol. 1309, pp. 42–46. Santha, B.L. (1994). “Resilient Modulus of Subgrade Soils: Comparison of Two Constitutive Equations.” Transportation Research Record, Vol. 1462, pp. 79–90. Scherocman, J., S. Rakowski, and K. Uchiyama. (2007). “Intelligent Compaction, Does It Exist?” Proceedings of the Annual Conference— Canadian Technical Asphalt Association, No. 52, pp. 373–398. Sherman, G.B., R.O. Watkings, and R. Prysock. (1966). A Statistical Analysis of Embankment Compaction. California Department of Public Works, Division of Highways, Sacramento. Thompson, M.J., and D.J. White. (2007). “Field Calibration and Spatial Analysis of Compaction Monitoring Technology Measurements.” Transportation Research Record, Vol. 2004, pp. 69–79. Thompson, M., D. White, H. Gieselman, and J. Siekmeier. (2008). “Variable Feedback Control Intelligent Compaction to Evaluate Subgrade and Granular Pavement Layers—Field Study at Minne- sota US 14.” Transportation Research Board 87th Annual Meeting, Washington, D.C., Paper #08-0275, CD-ROM. Thompson, M., and D. White. (2008). “Estimating Compaction of Co- hesive Soils from Machine Drive Power.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 134, No. 12, pp. 1771–1777. Thurner, H., and Å. Sandström. (1980). “A New Device for Instant Compaction Control.” Proceedings of the International Conference on Compaction, Vol. II, Paris. Timoshenko, S.P., and J.N. Goodier. (1951). Theory of Elasticity. Mc- Graw-Hill, New York. Ting, T.C.T. (1996). Anisotropic Elasticity. Oxford University Press, New York. Uzan, J. (1985). “Characterization of Granular Materials.” Transporta- tion Research Record, Vol. 1022, pp. 52–59. Van Susante, P.J., and M.A. Mooney. (2008). “Capturing Vibratory Roller Compactor Behavior Through Lumped Parameter Model- ing.” Journal of Engineering Mechanics, ASCE, Vol. 134, No. 8, pp. 684–693. Vennapusa, P., and D.J. White. (2009). “Comparison of Light Weight Deflectometer Measurements for Pavement Foundation Materials.” Geotechnical Testing Journal, Vol. 32, No. 3, pp. 239–251. Vennapusa, P., D. J. White, and M. Morris. (2009). “Geostatistical Analysis of Spatially Referenced Roller-Integrated Compaction Measurements.” Journal of Geotechnical and Geoenvironmental En- gineering, ASCE, Vol. 136, No. 6, 813-822. White, D.J., T. Rupnow, and H. Ceylan. (2004). “Influence of Subgrade/ Subbase Nonuniformity on Pavement Performance.” Proceed- ings, Geo-Trans 2004—Geotechnical Engineering for Transporta- tion Projects, Geotechnical Special Publication No. 126, ASCE, pp. 1058–1065. White, D.J., M.D. Morris, and M.J. Thompson. (2006). “Power-Based Compaction Monitoring Using Vibratory Pad Foot Roller.” Pro- ceedings of GeoCongress 2006: Geotechnical Engineering in the Infor- mation Technology Age, February, Atlanta, CD-ROM. White, D., and M. Thompson. (2008). “Relationships Between In Situ and Roller-Integrated Compaction Measurements for Granular Soils.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 134, No. 12, pp. 1763–1770. White, D., M. Thompson, and P. Vennapusa. (2007). Field Validation of Intelligent Compaction Monitoring Technology for Unbound Materi- als. Report No. MN/RC 2007-10, Minnesota Department of Trans- portation, St. Paul, MN. White, D., M. Thompson, and P. Vennapusa. (2008a). Field Validation of Intelligent Compaction Monitoring Technology for Unbound Material. Minnesota Department of Transportation, St. Paul, pp. 123–164. White, D., M. Thompson, P. Vennapusa, and J. Siekmeier. (2008b). “Im- plementing Intelligent Compaction Specifications on Minnesota TH64: Synopsis of Measurement Values, Data Management and Geostatistical Analysis.” Transportation Research Record 2045, 1-9. White, D., P. Vennapusa, and H. Gieselman, H. (2008c). “Roller- Integrated Compaction Monitoring Technology: Field Evaluation, Spatial Visualization, and Specifications.” Proceedings, 12th Inter- national Conference of the International Association for Computer Methods and Advances in Geomechanics (IACMAG), October 1–6, Goa, India. Witczak, M.W., and J. Uzan. (1988). The Universal Airport Design Sys- tem, Report I of IV: Granular Material Characterization. Depart- ment of Civil Engineering, University of Maryland, College Park. Yoo, T.S., and E.T. Selig. (1979). “Dynamics of Vibratory-Roller Com- paction.” Journal of the Geotechnical Engineering Division, ASCE, Vol. 105, No. GT10, pp. 1211–1231. Yoo, T.S., and E.T. Selig. (1980). “New Concepts for Vibratory Compac- tion of Soil.” Proceedings of the International Conference on Com- paction, Vol. II, Paris. Zorn, G. (2003). Operating Manual: Light Drop Weight Tester ZFG2000. Stendal, Germany.

Next: Glossary »
Intelligent Soil Compaction Systems Get This Book
×
 Intelligent Soil Compaction Systems
MyNAP members save 10% online.
Login or Register to save!
Download Free PDF

TRB’s National Cooperative Highway Research Program (NCHRP) Report 676: Intelligent Soil Compaction Systems explores intelligent compaction, a new method of achieving and documenting compaction requirements. Intelligent compaction uses continuous compaction-roller vibration monitoring to assess mechanistic soil properties, continuous modification/adaptation of roller vibration amplitude and frequency to ensure optimum compaction, and full-time monitoring by an integrated global positioning system to provide a complete GPS-based record of the compacted area.

Appendixes A through D of NCHRP 676, which provide supplemental information, are only available online; links are provided below.

Appendix A: Supplement to Chapter 1

Appendix B: Supplement to Chapter 3

Appendix C: Supplement to Chapter 6

Appendix D: Supplement to Chapter 8

READ FREE ONLINE

  1. ×

    Welcome to OpenBook!

    You're looking at OpenBook, NAP.edu's online reading room since 1999. Based on feedback from you, our users, we've made some improvements that make it easier than ever to read thousands of publications on our website.

    Do you want to take a quick tour of the OpenBook's features?

    No Thanks Take a Tour »
  2. ×

    Show this book's table of contents, where you can jump to any chapter by name.

    « Back Next »
  3. ×

    ...or use these buttons to go back to the previous chapter or skip to the next one.

    « Back Next »
  4. ×

    Jump up to the previous page or down to the next one. Also, you can type in a page number and press Enter to go directly to that page in the book.

    « Back Next »
  5. ×

    To search the entire text of this book, type in your search term here and press Enter.

    « Back Next »
  6. ×

    Share a link to this book page on your preferred social network or via email.

    « Back Next »
  7. ×

    View our suggested citation for this chapter.

    « Back Next »
  8. ×

    Ready to take your reading offline? Click here to buy this book in print or download it as a free PDF, if available.

    « Back Next »
Stay Connected!