Little, D. N., & Button, J. W. (1982). Stabilization of Marginal Aggregates with Foamed Asphalt (Report No. FHWA/TX-82/43+235-1). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/85694
Little, Dallas N. and Joe W. Button. Stabilization of Marginal Aggregates with Foamed Asphalt. Report no. FHWA/TX-82/43+235-1. Texas Transportation Institute. Texas A&M University, 1982. https://rosap.ntl.bts.gov/view/dot/85694.
Little, Dallas N., and Joe W. Button Stabilization of Marginal Aggregates with Foamed Asphalt. Texas Transportation Institute. Texas A&M University, 1982, Report no. FHWA/TX-82/43+235-1, ROSA P. https://rosap.ntl.bts.gov/view/dot/85694.
Four sands and one siliceous river gravel from various regions of Texas were stabilized with foamed asphalt to produce laboratory test specimens. Strength, stiffness and stability of these specimens were measured using common laboratory testing methods. Water susceptibility, temperature susceptibility and fatigue performance of these asphalt paving mixtures were also quantified. AASHTO structural layer coefficients of the foamed asphalt were calculated and compared to those established for bituminous stabilized bases at the AASHTO Road Test. Equivalent thicknesses were determined for these foamed asphalt mixtures. Based on available literature, foamed asphalt appears to be an economically attractive alternative for stabilization of pavement bases and subbases. However, laboratory results obtained in this study, utilizing marginal aggregates, suggest that foamed asphalt mixtures have low stabilities and poor fatigue performance when compared to conventional hot mix paving materials. In addition, the foamed asphalt mixtures have poor resistance to water susceptibility.
Little, D. N., & Button, J. W. (1982). Stabilization of Marginal Aggregates with Foamed Asphalt (Report No. FHWA/TX-82/43+235-1). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/85694
Little, Dallas N. and Joe W. Button. Stabilization of Marginal Aggregates with Foamed Asphalt. Report no. FHWA/TX-82/43+235-1. Texas Transportation Institute. Texas A&M University, 1982. https://rosap.ntl.bts.gov/view/dot/85694.
Little, Dallas N., and Joe W. Button Stabilization of Marginal Aggregates with Foamed Asphalt. Texas Transportation Institute. Texas A&M University, 1982, Report no. FHWA/TX-82/43+235-1, ROSA P. https://rosap.ntl.bts.gov/view/dot/85694.
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