پیوندهای مفید
اخبار و اعلانات
آمار
| تعداد نشریات | 158 |
| تعداد شمارهها | 6,230 |
| تعداد مقالات | 67,764 |
| تعداد مشاهده مقاله | 115,147,975 |
| تعداد دریافت فایل اصل مقاله | 89,908,480 |
Introduction and Application of Rotational Abrasion Device to Determine Concrete Pavement Abrasion | ||
| Civil Engineering Infrastructures Journal | ||
| مقاله 6، دوره 52، شماره 2، اسفند 2019، صفحه 295-308 اصل مقاله (1.07 M) | ||
| نوع مقاله: Research Papers | ||
| شناسه دیجیتال (DOI): 10.22059/ceij.2019.266494.1513 | ||
| نویسندگان | ||
| Mohammad-Hossain Jalal-Kamali1؛ Abolfazl Hasani* 2؛ Javad Sodagari3 | ||
| 1Tarbiat Modares University of Tehran | ||
| 2professor of tarbiat modares university | ||
| 3Part-Time Lecturer, Tarbiat Modares University, Tehran, Iran. | ||
| چکیده | ||
| Abrasion susceptibility of highway pavements has a great impact on the skid resistance, and consequently accident rate. A rotational abrasion device is introduced, providing the advantage of field simulation of wheel passage, in comparison with existing standard methods. The device was used to measure abrasion susceptibility of concrete pavements with different textures. The obtained results were evaluated using the standard Wide Wheel Abrasion Test. It is shown that there is a good conformity between abrasion rates acquired from the two tests. The results also show that negative textures, such as grooving, lead to a highly variant unreliable outcome in Wide Wheel Abrasion Test. The brushed samples (perpendicularly or parallelly brushed) underwent the highest abrasion level due to high interaction between texture and wheel (the average final measured abrasion amount is 90% more in brushed samples compared to non-textured samples). Since Rotational Abrasion Test is able to apply extensive loading, its results, as compared to the other test, is not susceptible to random surface protuberances or cavities (burlap dragged and grooved samples). | ||
| کلیدواژهها | ||
| Abrasion Resistance؛ Concrete Abrasion؛ Concrete Macrotexture؛ Rotational Abrasion Test؛ Wide Wheel Abrasion Test | ||
| مراجع | ||
|
Adewuyi, A.P., Sulaiman, I.A. and Akinyele, J.O. (2017). “Compressive Strength and Abrasion Resistance of Concretes under Varying Exposure Conditions”. Open Journal of Civil Engineering, 7(01), 82. Ahammed, M.A. and Tighe, S.L. (2008). “Concrete pavement surface textures and multivariables frictional performance analysis: a North American case study”. Canadian Journal of Civil Engineering, 35(7), 727-738. American Concrete Institute. Committee 211, (1977). Recommended Practice for Selecting Proportions for Normal and Heavyweight Concrete (ACI 211.1-77). Detroit: The Institute. Ardani, A.A. (2006). Implementation of Proven PCCP Practices in Colorado (No. CDOT-DTD-R-2006-9). ASTM C1138M-12, (2012), Standard Test Method for Abrasion Resistance of Concrete (Underwater Method), ASTM International, West Conshohocken, PA, www.astm.org, ASTM C944 / C944M-12, (2012), Standard Test Method for Abrasion Resistance of Concrete or Mortar Surfaces by the Rotating-Cutter Method, ASTM International, West Conshohocken, PA, www.astm.org ASTM G40-15, (2015), Standard Terminology Relating to Wear and Erosion, ASTM International, West Conshohocken, PA, www.astm.org China National Standard, (1997). Test method for abrasion resistance of concrete and its products (Ball bearing method), GB/T 16925-1997 García, A., Castro-Fresno, D., Polanco, J.A. and Thomas, C. (2012). “Abrasive wear evolution in concrete pavements”. Road Materials and Pavement Design, 13(3), 534-548. Ghanbari, A., Hamidi, A. and Abdolahzadeh, N. (2013). “A study of the rockfill material behavior in large-scale tests”. Civil Engineering Infrastructures Journal, 46(2), 125-143. Gonzalez, M., de Oliveira Lima, A. and Tighe, S. (2014). “Nanoconcrete for rigid pavements: abrasion response and impact on friction”. Transportation Research Record: Journal of the Transportation Research Board, (2441), 28-37. Hall, J.W., Smith, K.L. and Littleton, P.C. (2009). Texturing of concrete pavements (Vol. 634). Transportation Research Board. Horszczaruk, E. (2005). Abrasion resistance of high-strength concrete in hydraulic structures. Wear, 259(1-6), 62-69. Horszczaruk, E. (2008). Mathematical model of abrasive wear of high performance concrete. Wear, 264(1-2), 113-118. Iranian Legal Medical Organization. http://www.lmo.ir/ (in Persian). Jalal Kamali, M.H., Monajjem, M.S. and Ayubirad, M.S. (2013). “Studying the effect of spiral curves and intersection angle, on the accident ratios in two-lane rural highways in Iran”. Promet-Traffic and Transportation, 25(4), 343-348. Jalal Kamali, M.H. (2012). “The feasibility of using transition curve in road design to improve safety”. M.Sc. Thesis, Shahid Chamran university of Ahvaz. (In Persian). Li, H., Zhang, M.H. and Ou, J.P. (2006). “Abrasion resistance of concrete containing nano-particles for pavement”. Wear, 260(11-12), 1262-1266. Purwanto, P. and Priastiwi, Y.A. (2008). Testing Of Concrete Paving Blocks The BS EN 1338: 2003 British And European Standard Code. Teknik, 29(2), pp.80-84. Rasouli, M.R., Nouri, M., Zarei, M.R., Saadat, S. and Rahimi-Movaghar, V. (2008). “Comparison of road traffic fatalities and injuries in Iran with other countries”. Chinese Journal of Traumatology (English Edition), 11(3), 131-134. Siddique, R. (2013). Compressive strength, water absorption, sorptivity, abrasion resistance and permeability of self-compacting concrete containing coal bottom ash. Construction and Building Materials, 47, 1444-1450. ASTM C779 / C779M-12, (2012). Standard Test Method for Abrasion Resistance of Horizontal Concrete Surfaces, ASTM International, West Conshohocken, PA, www.astm.org, Wallman, C.G. and Åström, H. (2001). Friction measurement methods and the correlation between road friction and traffic safety: A literature review. Statens väg-och transport for sknings institut. Wang, H. and Liang, R.Y. (2014). “Predicting field performance of skid resistance of asphalt concrete pavement”. In Pavement Materials, Structures, and Performance (pp. 296-305). Wu, Z., King, B., Abadie, C. and Zhang, Z. (2012). “Development of design procedure to predict asphalt pavement skid resistance”. Transportation Research Record, 2306(1), 161-170. Xiao, J., Kulakowski, B. and EI-Gindy, M. (2000). “Prediction of risk of wet-pavement accidents: Fuzzy Logic Model”. Transportation Research Record: Journal of the Transportation Research Board, (1717), 28-36. Yoshitake, I., Ueno, S., Ushio, Y., Arano, H. and Fukumoto, S. (2016). “Abrasion and skid resistance of recyclable fly ash concrete pavement made with limestone aggregate”. Construction and Building Materials, 112, 440-446. | ||
|
آمار تعداد مشاهده مقاله: 1,670 تعداد دریافت فایل اصل مقاله: 579 |
||