273
Views
10
CrossRef citations to date
0
Altmetric
Review Articles

Beyond agriculture: A review of the Thornthwaite Moisture Index with respect to road pavements and other infrastructure applications

&
Pages 528-540 | Received 23 May 2013, Accepted 08 Dec 2014, Published online: 06 Jan 2015

References

  • Aitchison, G. D., & Richards, B. G. (1965). A broad-scale study of moisture conditions in pavement subgrades throughout Australia: Factors in planning a regional study of moisture variation in pavement subgrades. Melbourne, Australia: Division of Soil Mechanics, CSIRO.
  • ARRB. (2011). Modelling the marginal cost of road wear. National Transport Commission Australia. Retrieved from http://www.ntc.gov.au/filemedia/Reports/ModellingTheMarginalCostMay2011.pdf.
  • Austroads. (2004). Impact of climate change on road infrastructure (AP-R243/04). Sydney, Australia: Author.
  • Austroads. (2008). Guide to pavement technology, part 2: Pavement structural design (AGPT02/08). Sydney, Australia: Author.
  • Austroads. (2010a). Predicting structural deterioration of pavements at a network level—interim models (AP-T159/10). Sydney, Australia: Author.
  • Austroads. (2010b). Impact of climate change on road performance: Updating climate information for Australia (AP-R358/10). Sydney, Australia: Author.
  • Bureau of Meteorology and CSIRO. (2014). State of the climate 2014. Canberra, Australia: Commonwealth of Australia. Retrieved from http://www.bom.gov.au/state-of-the-climate/.
  • Bryant, J. T., & Haque, M. A. (2011). Performance and design of foundations on unsaturated expansive soil. In E. Alonso and A. Gens (Eds.), Unsaturated soils. London, UK: Taylor & Francis.
  • Carpenter, S. H., Lytton, R. L., & Epps, J. A. (1974). Environmental factors related to pavement cracking in West Texas. Austin, TX: Texas Highway Department.
  • Commonwealth of Australia. (2010). Adapting to climate change in Australia: An Australian government position paper. Canberra, Australia: Department of Climate Change.
  • Fityus, S., & Buzzi, O. (2008). On the use of the Thornthwaite Moisture Index to infer depths of seasonal moisture change. Australian Geomechanics, 43, 69–76.
  • Garnaut, R. (2011). The Garnaut review 2011: Australia in the global response to climate change. Port Melbourne, Australia: Cambridge University Press.
  • Garnaut, R. (2008). The Garnaut climate change review. Port Melbourne, Australia: Cambridge University Press.
  • Gentilli, J. (1972). Australian climate patterns. Melbourne, Australia: Thomas Nelson.
  • Houghton, N., & Styles, E. (2002, September). Future thinking: Exploring future scenarios for climate change and effects on the National Highway System. Paper presented at the 25th Australasian Transport Research Forum, Canberra. Retrieved from www.atrf.info/papers.
  • IPCC. (2007). Climate Change 2007 part II: Impacts, adaptation, and vulnerability. Contribution of Working Group II to the Fourth Assessment Report of the Intergovernmental Panel on Climate Change. Cambridge, UK: Cambridge University Press.
  • ISOHDM. (2002). HDM-4 Highway development and management model. Paris, France: International Study of Highway Development and Management, PIARC.
  • Jayatilaka, R., & Lytton, R. L. (1997). Prediction of expansive clay roughness in pavements with vertical moisture barriers (Report 187-28F). College Station, TX: Texas Transportation Institute.
  • Keim, B. (2010). The lasting scientific impact of the Thornthwaite Water-Balance Model. Geographical Review, 100, 295–300.
  • Kottek, M., Grieser, J., Beck, C., Rudolf, B., & Rubel, F. 2006. World map of the Köppen-Geiger climate classification updated. Meteorologische Zeithschrift, 15 (3), 259–263.
  • Linard, K., Martin, T., & Thresen, T. (1996). TASK 3: A pavement life cycle costing optimisation computing package. Vermont South, Victoria, Australia: National Road Transport Commission and ARRB Transport Research Group.
  • Lytton, R., Aubeny, C., & Bulut, R. (2005). Design procedure for pavements on expansive soils. CITY, Texas: Texas Department of Transportation Research and Technology Implementation Office.
  • Martin, T. C. (1994). Pavement behaviour prediction for life-cycle costing (Research Report ARR 255). Vermont South, Victoria, Australia: Australian Road Research Board Ltd.
  • Martin, T. C., & Ramsay, E. (1996). Rural pavement improvement prediction due to rehabilitation (ARRB Transport Research Report ARR 283). Vermont South, Victoria, Australia: ARRB Transport Research.
  • Martin, T. C., & Roberts, J. D. (1998, May). Network and project level pavement life-cycle costing modelling for asset management. Paper presented at the 9th Road Engineering Association of Asia and Australia (REAAA) conference, Wellington, New Zealand.
  • McKeen, R., & Johnson, L. (1990). Climate controlled soil design parameters for mat foundations. ASCE Journal of Geotechnical Engineering, 116, 1073–1094.
  • Meyer, M. (2008). Design standards for U.S. transportation infrastructure: The implications of climate change (Special Report 290). Washington, DC: Transportation Research Board.
  • Mitchell, P. W. (2012). Footing design for tree effects considering climate change. In Proceedings of the 11th Australia–New Zealand Conference on Geomechanics, 2012. Melbourne, Australia: Australian Geomechanics Society.
  • MRQ. (2009). Pavement design manual. Brisbane, Australia: Queensland Department of Main Roads.
  • NCHRP. (2006). Falling weight deflectometer usage: A synthesis of highway practice (National Cooperative Highway Research Program Report 381). Washington, DC: Transportation Research Board.
  • Oliver, J. W. H. (2006). Adding risk to a model for reseal intervention due to binder ageing. In Proceedings of the 22nd ARRB Conference, 2006, Canberra, Australia. Vermont South, Victoria, Australia: ARRB Group.
  • Palmer, W. (1965). Meteorological drought (US Weather Bureau Research Paper No. 45). Washington, DC: US Department of Commerce.
  • Perera, Y., Zapata, C., Houston, W., & Houston, S. (2004). Long-term moisture conditions under highway pavements. In Geotechnical Engineering for Transportation Projects: Proceedings of GEOTRANS 2004 (ASCE Special Publication 26). Reston, VA: ASCE.
  • Russam, J., & Coleman, K. (1961). The effect of climatic factors on subgrade moisture conditions. Geotechnique, 7, 22–28.
  • Standards Australia. (2011). Residential slabs and footings (Australian Standard AS2870-2011). Sydney, Australia: Author.
  • Stern, H., De Hoedt, G.. & Ernst, J. (2000). Objective classification of Australian climates. Australian Meterological Magazine, 49, 87–96.
  • Taylor, M. A. P. (2008). Vulnerability analysis of regional road networks. In Proceedings of the 22nd ARRB Conference. Vermont South, Victoria, Australia: ARRB Group.
  • Taylor, M. A. P., & Philp, M. (2010). Adapting to climate change: Implications for transport infrastructure, transport systems, and travel behaviour. Road and Transport Research, 19, 69–82.
  • Thornthwaite, C. W. (1948). An approach toward a rational classification of climate. Geographical Review, 38, 55–94.
  • Thornthwaite, C. W. (1933). The climates of the earth. Geographical Review, 23, 433–440.
  • Thornthwaite, C. W. (1931). The climates of North America according to a new classification. Geographical Review, 21, 633–655.
  • Thornthwaite, C. W., & Mather, J. R. (1957). Instructions and tables for computing potential evapotranspiration and the water balance, Publications in Climatology Vol. 10, No. 3. Centerton, NJ: Drexel Institute of Technology, Laboratory of Climatology.
  • Thornthwaite, C. W., & Mather, J. R. (1955). The water balance, Publications in Climatology Vol. 8, No. 1. Centerton, NJ: Drexel Institute of Technology, Laboratory of Climatology
  • Transportation Research Board (TRB). (2008). Potential impacts of climate change on US transportation (Special Report 290). Washington, DC: Author.
  • Victorian Grants Commission. (2006). Local Roads Grants Model: Cost Modifier 2—Climate. Melbourne, Australia: Victorian Government Department for Planning and Community Development.
  • Wray, W. (1978). Development of a design procedure for residential and light commercial slabs on ground constracted in expan-sive soil (Ph.D. dissertation). Texas A&M University, College Station, TX.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.