原文传递 Evaluation of Procedure to Estimate Subgrade Resilient Modulus For Use in Pavement Structural Design.
题名: Evaluation of Procedure to Estimate Subgrade Resilient Modulus For Use in Pavement Structural Design.
作者: von quintus, h. l.
关键词: resilient modulus,flexible pavements,rigid pavements,darwin/design, subgrades, kansas, modulus, procedures, assumptions, factors, stress state computations, tables(data), recommendations, subgrade soils, evaluation/roadbed resilient modulus, total pavemen
摘要: The Kansas Department of Transportation (DOT) uses the 1993 DARWin version of the 1986 AASHTO Guide to design rigid and flexible pavements. One of the inputs needed for the flexible pavement design procedure is the modulus of the subgrade soils, which has an effect on the total pavement thickness. Different procedures can be used to estimate the effective roadbed resilient modulus for flexible pavement design and effective modulus of subgrade reaction for rigid pavement design. As part of the study entitled Determination of the Appropriate Use of Pavement Surface History in the KDOT Life-Cycle Cost Analysis Process an evaluation of the procedure that Kansas DOT uses to estimate the effective subgrade resilient modulus was completed. This report provides the results of that evaluation. / NOTE: Final Rept. / Supplementary Notes: Sponsored by Kansas Dept. of Transportation, Topeka. Bureau of Materials and Research. / Availability Note: Product reproduced from digital image. Order this product from NTIS by: phone at 1-800-553-NTIS (U.S. customers); (703)605-6000 (other countries); fax at (703)605-6900; and email at orders@ntis.gov. NTIS is located at 5285 Port Royal Road, Springfield, VA, 22161, USA.
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