188
Views
2
CrossRef citations to date
0
Altmetric
Articles

Gypsum sand resilient modulus during cyclic soaking and drying

&
Pages 108-118 | Received 31 Jul 2014, Accepted 05 Apr 2015, Published online: 13 May 2015

References

  • AASHTO (American Association of State Highway and Transportation Officials), 1986a. AASHTO guide for design of pavement structures. Washington, DC:
  • AASHTO (American Association of State Highway and Transportation Officials), 1986b. Standard specification for transportation materials and methods of sampling and testing. Part II. 14 ed. Washington, DC:
  • AASHTO (American Association of State Highway and Transportation Officials), 1993. AASHTO guide for design of pavement structures – 1993. Washington, DC:
  • AASHTO (American Association of State Highway and Transportation Officials), 1995. DT180-95: the moisture–density relation using a 4.45-kg (10-lb) Rammer and a 457-mm (18-in) drop. Washington DC: AASHTO.
  • ASTM (American Society for Testing and Materials), 1993. D 2487-93: ASTM standard classification of soils for engineering purposes (unified soil classification system). West Conshohocken, PA: ASTM.
  • ASTM (American Society for Testing and Materials), 2007. D1883: standard test method for CBR (California bearing ratio) of laboratory-compacted soils. West Conshohocken, PA: ASTM International.
  • ASTM (American Society for Testing and Materials), 2008. D 2845-08: standard test method for laboratory determination of pulse velocities and ultrasonic elastic constants of rock. West Conshohocken, PA: ASTM.
  • Anderson, T.W. and Sclove, S.L., 1978. An introduction to the statistical analysis of data. Boston, MA: Houghton Mifflin.
  • BSI (British Standard Institution, 1990. BS 1377: methods of test for soils for civil engineering purposes  – Part 3: chemical tests BSI, London: Milton Keynes.
  • Garber, N.J. and Hoel, L.A., 1997. Traffic and highway engineering. 2nd ed. Boston, MA: PWS Publishing Company, a division of International Thomson Publishing-Inc.
  • Griffiths, D.H. and King, R.F., 1965. Applied geophysics for engineers and geologists. Oxford: Pergamon Press.
  • Hight, D.W. and Stevens, M.G., 1982. An analysis of the California bearing ratio test in saturated clays. Geotechnique, 32 (4), 315–322. doi:10.1680/geot.1982.32.4.315.
  • Horta, J.C., 1985. Salt heaving in the Sahara. Geotechnique, 35 (3), 329–337. doi:10.1680/geot.1985.35.3.329.
  • Horta, J.C., 1989. Carbonate and gypsum soils properties and classifications. In: Proceedings of the twelfth international conference on soil mechanics and foundation engineering, 1: 53–56, Rio de Janeiro.
  • Kevin, J.G. and Mohammad, L.N., 2003. Comparative evaluation of subgrade resilient modulus from non-destructive, in-situ, and laboratory methods. Baton Rouge, LA: Technology Transfer Program, Research Project 03-3p Louisiana Transportation Research Center.
  • Parasnis, D.S., 1962. Principles of applied geophysics. London: John Wiley & Sons.
  • Rainwater, N.R., et al., 1999. Comprehensive monitoring systems for measuring sub-grade moisture conditions. Journal of Transportation Engineering, ASCE, 125 (5), 439–448. doi:10.1061/(ASCE)0733-947X(1999)125:5(439).
  • Razouki, S.S. and Al-Shefi, A.M., 2002. Effects and observations of surcharge load on the laboratory CBR and resilient modulus values of roadbed soil. Quarterly Journal of Engineering Geology and Hydrogeology, 35 (1), 89–95. doi:10.1144/qjegh.35.1.89.
  • Razouki, S.S. and Kuttah, D.K., 2004. Effect of soaking period and surcharge load on resilient modulus and California bearing ratio of Gypsiferous soils. The Quarterly Journal of Engineering Geology and Hydrogeology, 37 (2), 155–164. doi:10.1144/1470-9236/04-002.
  • Razouki, S.S. and Kuttah, D.K., 2005. Determining the resilient modulus using hyperbolic stress–strain relationship of CBR test results of a Gypsiferous subgrade soil. In: Proceedings of international conference on problematic soils, 25–27 May Famagusta, N. Cyprus: Eastern Mediterranean University, 1285–1293.
  • Razouki, S.S. and Salem, B.M., 2014. Soaking–drying frequency effect on gypsum-rich roadbed sand. International Journal of Pavement Engineering, 15 (10), 933–939. doi:10.1080/10298436.2014.893326.
  • Razouki, S.S. and Salem, B.M, 2015. Impact of soaking–drying cycles on gypsum sand roadbed soil. Transportation Geotechnics, 2, 78–85. doi:10.1016/j.trgeo.2014.11.003.
  • Thompson, M.R. and Elliot, R.P., 1985. IIII-PAVE-based response algorithms for design of conventional flexible pavements. In: Transportation Research Record. 1043. Washington, DC: TRB, National Research Council, 50–57.
  • US Department of Interior, 1980. Earth manual. Water and power resources service. 3rd ed. Washington, DC: US Department of Interior.

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.