Evaluation of hot mix asphalt containing reclaimed asphalt pavement to resist moisture damage
العناوين الأخرى
تقييم الخلطة الإسفلتية الساخنة التي تحتوي على تبليط قديم لمقاومة ضرر الرطوبة
المؤلفون المشاركون
Khalid, Tiba Tariq
Ismail, Muhammad Qadir
المصدر
Journal of Engineering and Sustainable Development
العدد
المجلد 23، العدد 5 (30 سبتمبر/أيلول 2019)، ص ص. 117-136، 20ص.
الناشر
الجامعة المستنصرية كلية الهندسة
تاريخ النشر
2019-09-30
دولة النشر
العراق
عدد الصفحات
20
التخصصات الرئيسية
العلوم الهندسية والتكنولوجية (متداخلة التخصصات)
الموضوعات
الملخص EN
Due to increasing cost of asphalt binder, significant economic savings can be realized by using the amount from reclaimed asphalt pavement (RAP) in the production of new hot mix asphalt (HMA).
Moreover, this is an environmentally friendly option as it reduces the demand for virgin materials.
It has to be remarked that in Iraq RAP is not used in the production of HMA and this valuable material is mostly degraded for use in lower value applications.
Four mixtures were designed, which contains three different percent RAP, it is (0% , 5% , 15% ) with asphalt grade (40-50) and (25% ) with asphalt grade (60-70), it has been changed the grade of asphalt when adding RAP (25% ) to compensate for the aged binder in the RAP when adding to mixture.
All types of tests result demonstrated that all mixtures have good properties compared with the virgin mixture.
This demonstrated that mixtures with RAP content could be successfully designed to meet the local volumetric and performance-specification Due to increasing cost of asphalt binder, significant economic savings can be realized by using the amount from reclaimed asphalt pavement (RAP) in the production of new hot mix asphalt (HMA).
Moreover, this is an environmentally friendly option as it reduces the demand for virgin materials.
It has to be remarked that in Iraq RAP is not used in the production of HMA and this valuable material is mostly degraded for use in lower value applications.
Four mixtures were designed, which contains three different percent RAP, it is (0% , 5% , 15% ) with asphalt grade (40-50) and (25% ) with asphalt grade (60-70), it has been changed the grade of asphalt when adding RAP (25% ) to compensate for the aged binder in the RAP when adding to mixture.
All types of tests result demonstrated that all mixtures have good properties compared with the virgin mixture.
This demonstrated that mixtures with RAP content could be successfully designed to meet the local volumetric and performance-specification requirements.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Ismail, Muhammad Qadir& Khalid, Tiba Tariq. 2019. Evaluation of hot mix asphalt containing reclaimed asphalt pavement to resist moisture damage. Journal of Engineering and Sustainable Development،Vol. 23, no. 5, pp.117-136.
https://search.emarefa.net/detail/BIM-1114441
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Ismail, Muhammad Qadir& Khalid, Tiba Tariq. Evaluation of hot mix asphalt containing reclaimed asphalt pavement to resist moisture damage. Journal of Engineering and Sustainable Development Vol. 23, no. 5 (Sep. 2019), pp.117-136.
https://search.emarefa.net/detail/BIM-1114441
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Ismail, Muhammad Qadir& Khalid, Tiba Tariq. Evaluation of hot mix asphalt containing reclaimed asphalt pavement to resist moisture damage. Journal of Engineering and Sustainable Development. 2019. Vol. 23, no. 5, pp.117-136.
https://search.emarefa.net/detail/BIM-1114441
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
-
رقم السجل
BIM-1114441
قاعدة معامل التأثير والاستشهادات المرجعية العربي "ارسيف Arcif"
أضخم قاعدة بيانات عربية للاستشهادات المرجعية للمجلات العلمية المحكمة الصادرة في العالم العربي
تقوم هذه الخدمة بالتحقق من التشابه أو الانتحال في الأبحاث والمقالات العلمية والأطروحات الجامعية والكتب والأبحاث باللغة العربية، وتحديد درجة التشابه أو أصالة الأعمال البحثية وحماية ملكيتها الفكرية. تعرف اكثر