Rainfall intensity effects on flexible pavement layers
المؤلفون المشاركون
al-Kazimi, Ahmad Majid Hamad
Najm, Wisam A.
Ahmad, Lamya A.
المصدر
Journal of Engineering and Sustainable Development
العدد
المجلد 22، العدد 4 (31 يوليو/تموز 2018)، ص ص. 179-191، 13ص.
الناشر
الجامعة المستنصرية كلية الهندسة
تاريخ النشر
2018-07-31
دولة النشر
العراق
عدد الصفحات
13
التخصصات الرئيسية
الملخص EN
The main objective of this work is to study of effect of rainfall intensity on the thickness of pavements layers of flexible pavement structure.
This is using Maple 13 software for modeling of this problem and calculation the rainfall intensity and pavement infiltration.
It was found that pavement infiltration increases with increasing rainfall intensity because of, the increase in the rainfall intensity caused an increase in the infiltrated water to the base and sub - base layers.
Accordingly an increase in pore water pressure resulted which intends cause an increase in porosity and decrease of base and sub - base degree of compaction.
Accordingly which leads to increase in time - to- drain, decrease in drainage coefficient for base and sub - base, and subsequently, request to increase their thickness.
For flexible pavement, rainfall intensity 256 mm/hr is giving pavement infiltration, thickness and drainage coefficient 3.2m/day, 46 cm, 0.57 respectively and rainfall intensity 25 mm/hr is giving pavement infiltration, thickness and drainage coefficient 0.4 m/day, 18.5cm, 1.7 respectively.
Drainage of accumulated water on pavement is accordingly drained rapid in as short time as possible due to minimize potential moisture damage to a pavement structure.
It was found that soil type effects of moisture in pavement based on conditions of total saturation with loss of pavement strength from through affect the state of stress through suction (effective porosity) or pore water pressure and affect the structure of the soil through destruction of the cementation between soil particles because of, soil types difference in coefficient of permeability.
Where, soil types have been used in this study Well-graded sand, Uniform dense sand and Fine-grain soil.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Ahmad, Lamya A.& al-Kazimi, Ahmad Majid Hamad& Najm, Wisam A.. 2018. Rainfall intensity effects on flexible pavement layers. Journal of Engineering and Sustainable Development،Vol. 22, no. 4, pp.179-191.
https://search.emarefa.net/detail/BIM-907544
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Ahmad, Lamya A.…[et al.]. Rainfall intensity effects on flexible pavement layers. Journal of Engineering and Sustainable Development Vol. 22, no. 4 (Jul. 2018), pp.179-191.
https://search.emarefa.net/detail/BIM-907544
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Ahmad, Lamya A.& al-Kazimi, Ahmad Majid Hamad& Najm, Wisam A.. Rainfall intensity effects on flexible pavement layers. Journal of Engineering and Sustainable Development. 2018. Vol. 22, no. 4, pp.179-191.
https://search.emarefa.net/detail/BIM-907544
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
رقم السجل
BIM-907544
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