Factors Controlling Properties and Durability of Concretionary Laterite Gravel Aggregates

Author:

Akpokodje Enuvie G.,Hudec Peter P.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference10 articles.

1. Ackroyd L. W. (1967). “Formation and properties of concretionary and non‐concretionary soils of Western Nigeria.” Proc. 4th Regular Conf. African Soil Mech. and Found. Engrg. Balkema Cape Town South Africa 47–51.

2. Arulanandan K. (1969). “Classification engineering properties and behaviour of laterites.” Proc. 7th Int. Conf. Soil Mech. and Found. Engrg. Mexico City Mexico 163–179.

3. Bhatia H. S. and Hammond A. A. (1970). “Durability and strength of laterite gravels of Ghana.” Project Report S. M. Building and Road Res. Inst. Kumasi Ghana.

4. De Graft‐Johnson J. W. S. Bhatia H. S. and Yeboa S. L. (1972). “Influence of geology and physical properties on strength characteristics of laterite gravels for road pavements.” Hwy. Res. Board Record 405 87–104.

5. The slake-durability test

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