Lehmann, H. L., & Adam, V. (1959). Use of expanded clay aggregate in bituminous construction. Louisiana. Department of Highways. https://rosap.ntl.bts.gov/view/dot/22092
Lehmann, H. L. and Verdi Adam. Use of expanded clay aggregate in bituminous construction. Louisiana. Department of Highways, 1959. https://rosap.ntl.bts.gov/view/dot/22092.
Lehmann, H. L., and Verdi Adam Use of expanded clay aggregate in bituminous construction. Louisiana. Department of Highways, 1959, ROSA P. https://rosap.ntl.bts.gov/view/dot/22092.
In an effort to find a solution to the shortage of aggregate, for use in highway construction, Louisiana Department of Highways initiated a study.
In early 1955, we started experimenting with expanded aggregate or lightweight aggregate as commonly referred to in Louisiana. Our first objective was to develop a satisfactory hot mixture. The preliminary tests indicated that a very good mixture can be produced and that it would, possess abnormally high stability in spite of a high flow. The increase in the stabilities were attributed to the angularity of the particles and the extremely rough surface texture.
Lehmann, H. L., & Adam, V. (1959). Use of expanded clay aggregate in bituminous construction. Louisiana. Department of Highways. https://rosap.ntl.bts.gov/view/dot/22092
Lehmann, H. L. and Verdi Adam. Use of expanded clay aggregate in bituminous construction. Louisiana. Department of Highways, 1959. https://rosap.ntl.bts.gov/view/dot/22092.
Lehmann, H. L., and Verdi Adam Use of expanded clay aggregate in bituminous construction. Louisiana. Department of Highways, 1959, ROSA P. https://rosap.ntl.bts.gov/view/dot/22092.
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