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Resilient Modulus of Compacted Crushed Stone Aggregate Bases.
| 题名： | Resilient Modulus of Compacted Crushed Stone Aggregate Bases. |
| 作者： | hopkins, t. c. beckham, t. l. sun, c. |
| 关键词： | mechanistic models, aggregate bases, crushed stone |
| 摘要： | In recent years, the American Association of State Highway Transportation Officials (AASHTO) has recommended the use of resilient modulus for characterizing highway materials for pavement design. This recommendation evolved as result of a trend in pavement design of using mechanistic models. The main goal of this study was to establish a simple and efficient means of predicting the resilient modulus of different types of Kentucky crushed stone aggregate bases To accomplish this purpose, resilient modulus tests were performed on several different types of aggregate bases commonly used in pavements in Kentucky. / NOTE: Final rept. / Supplementary Notes: Sponsored by Kentucky Transportation Cabinet, Frankfort., Department of Transportation, Washington, DC. and Federal Highway Administration, Washington, DC. / Availability Note: 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. |
| 总页数： | u0818；112p |
| 报告类型： | 科技报告 |
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