CHARACTERIZATION OF GRANULAR SOILS AS PAVEMENT MATERIALS (original) (raw)

References (11)

• References
• AASHTO (2005) Standard Specifications for Transportation Materials and Methods of Sampling and Testing: Part II. Methods of Sampling and Testing. American Association of State Highway and Transportation Officials, Washington.
• Bishop, A. W., and Henkel, D. J. (1962): The Measurements of Soil Properties in the Triaxial Test, 2 nd ed. Edward Arnold, London.
• British Standards Institution (1990) BS 1377: Methods of Test for Soils for Civil Engineering Purposes. BSI, London.
• El-Tayeb, M. M. (1991): Characterisation of expansive soils as road subgrade. M.Sc. thesis, Building and Road Research Institute, University of Khartoum.
• McDonald, E. B., and Potter, A. W. (1973): Review of highway design and construction through expansive soils in South Dakota on I-95 -Missouri River West -135 miles. Proc. Workshop Expansive Clays and Shales in Highway Design and Construction. Univ. of Wyoming. Laramie.
• Mohamed, A. E .M. (1986): Microstructure and swelling characteristics of an untreated and lime-treated compacted black cotton soil. Ph.D thesis. University of Strathclyde, Glasgow.
• Murphy, C. P. (1966): Problems of road design and construction on the clay soils of the Fitzroy Basin. Australian Road Research Board Proc. Vol. 3 No. 2.
• Yoder, E. J. and Witezak, M. W. (1975). Principles of Pavement Design. 2 nd edition. John Wiley, New York.
• Zein, A. K. M. (1985): Swelling characteristics and microfabric of compacted black cotton soils. PhD thesis. University of Strathclyde, Glasgow.
• Zumrawi, M. M. E. (2000). Performance and design of expansive soils as road subgrade. Ph.D. thesis, Chang'an Univ., China. Postgraduate Studies and Scientific Research Annual Conference 27 Feb. -2 nd March 2010, Friendship Hall, Khartoum