A review of specifications for lateritic materials for low volume roads

Author:

Paige-Green P.,Pinard M.,Netterberg F.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference43 articles.

1. Ackroyd LW. Formation and properties of concretionary and non-concretionary soils of Western Nigeria. In: Proceedings of 4th Regional Conference for Africa on Soil Mechanics and Foundation Engineering, Cape Town, vol. 1; 1967. p. 46–52

2. AFCAP. Review of Specifications for the use of laterite in road pavements, http://r4d.dfid.gov.uk/pdf/outputs/AfCap/Laterite-Final-AFCAPgen124-v140525.pdf; 2014 [accessed 30.9.2015]

3. Aggarwal HR, Jafri RH. Modified material specifications for base laterites for secondary roads. In: Proc 9th Reg Conf Africa Soil Mech and Foundn Engng, Lagos, vol 1; 1987. p 445–54.

4. Factors controlling properties and durability of concretionary laterite gravels aggregates;Akpokodje;Am Soc Civ Eng J Mater Civ Eng,1992

5. American Association of State Highway and Transport Officials (AASHTO). ASHTO M147–65. Materials for aggregate and soil aggregate subbase, base, and surface courses. In: Standard specifications for transportation materials and methods of sampling and testing; 2011.

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