![](/images/graphics-bg.png)
Evaluation of Pavement Performance due to Overload Single-Trip Permit Truck Traffic in Wisconsin
المؤلفون المشاركون
Titi, Hani H.
Coley, Nicholas J.
Latifi, Valbon
المصدر
العدد
المجلد 2018، العدد 2018 (31 ديسمبر/كانون الأول 2018)، ص ص. 1-11، 11ص.
الناشر
Hindawi Publishing Corporation
تاريخ النشر
2018-08-01
دولة النشر
مصر
عدد الصفحات
11
التخصصات الرئيسية
الملخص EN
This study investigated the impacts of overweight (OW) permit truck traffic on flexible pavement performance in Wisconsin using field investigation and analysis utilizing the AASHTOWare Pavement ME Design software.
A database of overweight single-trip permit truck records was analysed to produce a network of Wisconsin corridors heavily travelled by OW trucks.
Four Wisconsin highways were selected for investigation due to high levels of OW truck traffic.
The research included field work (traffic counts and visual pavement surface distress surveys) and AASHTOWare Pavement ME Design.
Comprehensive analyses were conducted to evaluate pavement performance due to normal traffic loads as well as normal traffic loads plus the OW truck traffic loads.
The use of mechanistic-empirical (ME) pavement analyses provided a methodology for estimating the proportion of pavement deterioration attributable to OW truck traffic.
OW axle load distributions were developed and integrated with baseline truck traffic levels to develop axle load spectra and other traffic input parameters for the ME pavement analysis.
The predicted total pavement deterioration levels from the AASHTOWare Pavement ME Design software were generally consistent with the levels of deterioration observed.
The proportion of pavement damage and deterioration attributable to OW truck traffic was predicted to constitute a relatively minor proportion of total deterioration, with most distress indices showing relative increases of approximately 0.5% to 4%, with a few outliers.
However, due to the small proportion of OW vehicles relative to the overall traffic levels, the OW vehicles were generally predicted to cause up to ten times the per-truck damage as compared with a typical legal-weight truck, depending on the distress mode and the test site.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Titi, Hani H.& Coley, Nicholas J.& Latifi, Valbon. 2018. Evaluation of Pavement Performance due to Overload Single-Trip Permit Truck Traffic in Wisconsin. Advances in Civil Engineering،Vol. 2018, no. 2018, pp.1-11.
https://search.emarefa.net/detail/BIM-1115323
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Titi, Hani H.…[et al.]. Evaluation of Pavement Performance due to Overload Single-Trip Permit Truck Traffic in Wisconsin. Advances in Civil Engineering No. 2018 (2018), pp.1-11.
https://search.emarefa.net/detail/BIM-1115323
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Titi, Hani H.& Coley, Nicholas J.& Latifi, Valbon. Evaluation of Pavement Performance due to Overload Single-Trip Permit Truck Traffic in Wisconsin. Advances in Civil Engineering. 2018. Vol. 2018, no. 2018, pp.1-11.
https://search.emarefa.net/detail/BIM-1115323
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references
رقم السجل
BIM-1115323
قاعدة معامل التأثير والاستشهادات المرجعية العربي "ارسيف Arcif"
أضخم قاعدة بيانات عربية للاستشهادات المرجعية للمجلات العلمية المحكمة الصادرة في العالم العربي
![](/images/ebook-kashef.png)
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
![](/images/kashef-image.png)