Effect of Test Condition Parameters on IRMr

Author:

Heinicke John J.1,Vinson Ted S.2

Affiliation:

1. Geotech. Engr., CH2M Hill, Milwaukee, WI 53201; formerly Grad. Res. Asst., Oregon State Univ., Corvallis, OR 97331

2. Prof., Dept. of Civ. Engrg., Oregon State Univ., Corvallis, OR 97331

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference17 articles.

1. AASHTO guide for design of pavement structures . (1986). American Association of State Highway and Transportation Officials Washington D.C.

2. Graf P. E. (1986). “Factors affecting moisture susceptibility of asphalt concrete mixes.” presented at Annual Meeting of Association of Asphalt Pavement Technologists held at Clearwater Fla.

3. Gorman R. W. (1986). ANSYS PC/LINEAR users manual . Revision 4.2 Swanson Analysis Systems Houston Pa.

4. Hadley W. O. Hudson W. R. and Kennedy T. W. (1970). “A method of estimating tensile properties of materials tested in indirect tension ” Res. Report No. 98‐7 Center for Highway Research University of Texas Austin Tex.

5. Hicks R. G. et al. (1985). “Identification & quantification of the extent of asphalt stripping in flexible pavements in Oregon—Phase II.” Report No. FHWA‐OR‐85‐3 Materials Division Oregon Department of Transportation Salem Oreg.

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