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