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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2014. Characterization of Cementitiously Stabilized Layers for Use in Pavement Design and Analysis. Washington, DC: The National Academies Press. doi: 10.17226/22247.
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Page 31
Page 32
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2014. Characterization of Cementitiously Stabilized Layers for Use in Pavement Design and Analysis. Washington, DC: The National Academies Press. doi: 10.17226/22247.
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Page 32

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.

31 Applied Research Associates, Inc. 2004. Guide for Mechanistic–Empirical Design of New and Rehabilitated Pavement Structures (Final Report, NCHRP Project 1-37A), available at www.trb.org/mepdg Atkinson, D. J. 1990. Evaluation of Rehabilitation Measures for Cracked Cement–Treated Pavements. Main Road Department 6, Queensland, Australia. Austroads. 2008. Guide to Pavement Technology: Part 2: Pavement Struc- tural Design. Bang, S. et al. 2011. Quality Base Material Produced Using Full Depth Reclamation on Existing Asphalt Pavement Structure. Final Report No. DTFH61-06-C-00038, Federal Highway Administration. Bloom Consultants, LLC. 2006. Cold In-Place Recycling of Asphalt Pave- ment with Self-Cementing Fly Ash on County HWY JK in Waukesha County, Wisconsin. Report for We Energy. Bloom Consultants, LLC. 2007. Stabilization of Class F Coal Ash and Sandy Clay Soil Subgrades for Use of Parking Lot Pavement with Class C Fly Ash in St. Francis, Wisconsin. Report for We Energy. 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Field Performance of Subbases Constructed with Industrial Byproducts and Geosynthetic Reinforcement. Final Report No. 00-45-18, Wisconsin Department of Transportation. Gaspard, K. J. 2002. In-Place Cement-Stabilized Base Reconstruction Techniques—Interim Report: Construction and Two-Year Evalua- tion. LTRC Project No. 95-3GT, Louisiana Transportation Research Center (August). George, K. P. 2001. Soil Stabilization Field Trial—Interim Report. Interim Report No. FHWA/MS-DOT-RD-03-133, Mississippi Department of Transportation. George, K. P. 2002. Minimizing Cracking in Cement-Treated Materials for Improved Performance. Portland Cement Association. Iowa Department of Transportation. 2000. Method of Test for Deter- mining Shearing Strength of Bonded Concrete. Iowa Test 406-C, Ames, IA. Jung, Y., D. G. Zollinger, M. Won, and A. J. Wimsatt. 2009. Subbase and Subgrade Performance Investigation for Concrete Pavement. Techni- cal Report 6037-1, Texas Transportation Institute. King, W. M., K. 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The Development and Evaluation of Pro- tocols for the Laboratory Characterisation of Cemented Materials. Austroads Publication No. AP–T101/08: 89. Monlux, S. and R. Huotari. 2012. Richland County Road Development. References

32 Naji, K. N. and M. M. Zaman. 2005. Flexural Properties of Stabilized- Aggregate Beams Subjected to Freeze–Thaw Cycles. TRB 84th Annual Meeting Compendium of Papers CD-ROM. National Lime Association. 2006. Mixture Design and Testing Proce- dures for Lime Stabilized Soil (October). Neal, B. F. and J. H. Woodstrom. 1977. Faulting of Portland Cement Con- crete Pavements. Report No. FHWA-CA-TL-5167-77-20, California Department of Transportation (July). Nussbaum, P. J. and L. D. Childs. 1975. Repetitive Load Tests of Concrete Slabs on Cement-Treated Subbases. Portland Cement Association. Otte, E. 1978. A Structural Design Procedure for Cement-Treated Layers in Pavements. Ph.D. dissertation, Faculty of Engineering, Univer- sity of Pretoria. Palmer, A. C. 2007. Dimensional Analysis and Intelligent Experimenta- tion. World Scientific Publishing Co. Pte Ltd. Portland Cement Association. 1992. Soil–Cement Laboratory Handbook. Pretorius, P. C. and C. L. Monismith. 1972. Fatigue Crack Formation and Propagation in Pavements Containing Soil–Cement Bases. Highway Research Record 407: 102–115. Ramme, B. and M. Tharaniyil. 2004. Coal Combustion Products Utili- zation Handbook. Ramsey, W. J. and O. L. Lund. 1959. Experimental Lime Stabilization in Nebraska. Bureau of Public Roads, Hpr-1/6/: 63-104. Romanoschi, S. A. and J. B. Metcalf. 2001. Effects of Interface Condi- tion and Horizontal Wheel Loads on the Life of Flexible Pavement Structures. Transportation Research Record 1778: 123–131. Romanoschi, S., P. Lewis, O. Dumitru, and S. Banda. 2008. Accelerated Testing for Studying Pavement Design and Performance (FY 2003): Evaluation of the Chemical Stabilized Subgrade Soil (CISL Experiment No. 12). Final Report No. FHWA-KS-07-8, Kansas Department of Transportation. Ruiz, J. M., R. O. Rasmussen, G. P. Chang, J. C. Dick, and P. K. Nelson. 2005. 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TRB’s National Cooperative Highway Research Program (NCHRP) Report 789: Characterization of Cementitiously Stabilized Layers for Use in Pavement Design and Analysis presents performance-related procedures for characterizing cementitiously stabilized layers for incorporation into mechanistic–empirical pavement analysis methods. Appendices to the report are available online.

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