کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
257475 503591 2014 8 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Modified Cross model for predicting long-term creep behavior of sand asphalt
ترجمه فارسی عنوان
مدل کراس اصلاح شده برای پیش بینی رفتار خزش خاکی آسفالت شن و ماسه
کلمات کلیدی
شن و ماسه آسفالت، مدل صلیب اصلاح شده، ابرقهرمان دمای زمانی، پیش بینی طولانی مدت خزش
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی عمران و سازه
چکیده انگلیسی


• Cross model and TTSP are combined to predict long-term creep behavior of sand asphalt.
• Cross model is modified by a correction factor for more accurate long-term prediction.
• Short-term creep tests and constant strain-rate tests are conducted for model calibration.
• Long-term creep tests lasting more than 28 days are conducted for model validation.
• The modified Cross model can give a better prediction than Cross model and TTSP.

The Cross model is modified by introducing a long-term correction factor to predict the long-term mechanical behavior of compressed sand asphalt with the combination of the time–temperature superposition principle. A series of short-term experiments, including one-hour creep tests and constant strain-rate tests, are carried out to determine the Cross model parameters. Two long-term creep tests lasting more than 28 days are conducted at two different stress levels. One is for determining the long-term correction factor and the other for the model validation. It is found that the modified Cross model can predict the long-term viscoelastic behavior of sand asphalt better than the Cross model.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Construction and Building Materials - Volume 65, 29 August 2014, Pages 43–50
نویسندگان
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