دانلود مقاله تحقیق در مورد تدوام مقاومت لغزندگی مخلوط آسفالت

خلاصه
1. معرفی
2. مواد و روش تست
3. تجزیه و تحلیل نتایج آزمون
4. نتیجه گیری
اعلامیه منافع رقابتی
قدردانی ها
در دسترس بودن داده ها
منابع

Abstract
1. Introduction
2. Materials and test method
3. Test result analysis
4. Conclusions
Declaration of Competing Interest
Acknowledgments
Data availability
References

چکیده
برای ارزیابی تأثیر محیط خارجی و ترکیب مواد بر دوام مقاومت در برابر لغزش مخلوط آسفالت اصلاح‌شده با ویسکوزیته بالا (HVMA)، آزمایش سایش تسریع‌شده برای شبیه‌سازی پوسیدگی مقاومت لغزشی برای مخلوط آسفالتی با تنظیم شرایط آزمایش مختلف انتخاب شد. تأثیر درجه بندی سنگدانه ها، نوع آسفالت، رطوبت محیط و اضافه بار بر دوام مقاومت در برابر لغزش مخلوط آسفالتی مورد بحث قرار گرفت و تأثیر قابل توجه عوامل انتخاب شده بر دوام مقاومت در برابر لغزش مخلوط آسفالتی آشکار شد. نتایج نشان می دهد که دوام در برابر لغزش مخلوط SMA-13   (Stone Mastic Asphalt) نسبت به مخلوط OGFC-13 (Open Graded Friction Course) و PA-13 (Porous Asphalt) در شرایط مختلف و نرخ تضعیف شاخص های مختلف بهتر است. مخلوط SMA-13   1.6~2.2% و 0.8~2.1% کمتر از مخلوط OGFC-13 و PA-13 است. نرخ تضعیف عمق بافت برای مخلوط آسفالتی ارتباط نزدیکی با دانه بندی سنگدانه و آسفالت دارد، اما نرخ تضعیف عدد آونگ بریتانیایی برای مخلوط آسفالتی با همان سنگدانه معدنی تنها به طور قابل توجهی تحت تأثیر آسفالت است. مقاومت لغزش مخلوط SMA-13   و PA-13 با افزودن آسفالت اصلاح شده با ویسکوزیته بالا کمی بهبود می یابد. نرخ تضعیف عمق بافت مخلوط SMA-13   و PA-13 با HVMA حدود 0.6 تا 3.0 درصد و 2.2 تا 4.2 درصد نسبت به آسفالت اصلاح شده SBS کاهش می یابد، اما نرخ تضعیف تعداد آونگ بریتانیایی مخلوط های فوق حدود 1.2 ~ افزایش یافته است. 1.6٪ و 0.3 ~ 1.7٪. دوام در برابر لغزش مخلوط آسفالتی با TPS (TAFPACKSuper) و عامل ویسکوزیته بالا SINOTPS بهتر از HVA (افزودنی با ویسکوزیته بالا) است. دوام مقاومت در برابر لغزش مخلوط آسفالت بر اساس عمق بافت در شرایط مرطوب بهبود می یابد. با این حال، دوام مقاومت در برابر لغزش مخلوط آسفالتی برای تعداد آونگ بریتانیایی به دلیل نفوذ آب بدتر می شود. دوام مقاومت در برابر لغزش مخلوط آسفالت تحت شرایط اضافه بار به سرعت کاهش می یابد. تاثیر اضافه بار و آسفالت اصلاح شده SBS بر دوام مقاومت در برابر لغزش مخلوط آسفالتی بیشتر از رطوبت محیط و HVMA است. این مقاله پایه ای را برای آسفالت اصلاح شده با ویسکوزیته بالا که در روسازی آسفالت اعمال می شود فراهم می کند.

Abstract

To evaluate influence of external environment and material composition on skid-resistance durability of high viscosity modified asphalt (HVMA) mixture, the accelerated abrasion test was selected to simulate decay of skid resistance for asphalt mixture by setting different test conditions. The influence of aggregate gradation, asphalt type, ambient humidity and overload on skid-resistance durability of asphalt mixture was discussed, and the significant effect of selected factors on skid-resistance durability of asphalt mixture was revealed. The results show that the skid-resistance durability of SMA-13 (Stone Mastic Asphalt) mixture is better than OGFC-13(Open Graded Friction Course) and PA-13 (Porous Asphalt) mixture under different conditions, and attenuation rate of different indexes of SMA-13 mixture is 1.6–2.2% and 0.8–2.1% lower than compared with OGFC-13 and PA-13 mixture. The attenuation rate of texture depth for asphalt mixture is closely related to aggregate gradation and asphalt, but the attenuation rate of british pendulum number for asphalt mixture with the same mineral aggregate is only significantly affected by the asphalt. The skid resistance of SMA-13 and PA-13 mixture is improved slightly by addition of high viscosity modified asphalt. The attenuation rate of texture depth of SMA-13 and PA-13 mixture with HVMA is reduced about 0.6–3.0% and 2.2–4.2% than SBS modified asphalt, but the attenuation rate of british pendulum number of above mixtures is increased about 1.2–1.6% and 0.3–1.7%. The skid-resistance durability of asphalt mixture with TPS (TAFPACK-Super) and SINOTPS high viscosity agent is better than HVA (High viscosity additive). The skid-resistance durability of asphalt mixture based on texture depth is improved under wet condition. However, the skid-resistance durability of asphalt mixture for british pendulum number gets worse due to water intrusion. The skid-resistance durability of asphalt mixture is rapidly decreased under overload condition. The influence of overload and SBS modified asphalt on skid-resistance durability of asphalt mixture is higher than ambient humidity and HVMA. This paper will provide foundation for high viscosity modified asphalt applied in asphalt pavement.

Introduction

The surface layer of asphalt pavement is directly contact with tire, and automobile stability during running is affected by skid resistance of asphalt pavement. The skid resistance of asphalt pavement is inevitably degraded under the synthetic effect of vehicle load, natural environment and asphalt aging, so the traffic accident is occurred frequently [1]. The skid resistance of asphalt pavement remains at a high level, and it is conducive to reduce traffic accident rate. Now, the skid resistance of asphalt mixture is required to evaluate in the quality acceptance of asphalt pavement. But the skid resistance of asphalt pavement in the early stage is inconsistent with skid-resistance durability. The skid-resistance durability of different asphalt mixture needs a long term to test. Zhu et al. [2] has evaluated the long-term skid resistance of SAS-16, GAC-16 and AC-16 mixture with SBS modified asphalt, and found that the long-term skid resistance of asphalt mixture is affected by the oil-stone ratio (asphalt-aggregate ratio), gradation type and coarse aggregate type. Besides the initial and final values as well as the attenuation trend of texture depth for AC-16, SAS-16 and GAC-16 mixture is different, which is related to that the 4.75 mm sieve passage rate of AC-16 is higher than SAS-16 and GAC-16. Huang et al. [3] has studied that frictional coefficient of AC-13I, SAC-13 and SMA-16 mixture with different coarse aggregate is little difference at the initial stage, but the BPN of AC-13I, SAC-13 and SMA-16 mixture is 15.5, 25 and 27 after repeated loading of 70 × 104 circles, which is related to surface feature and polish value of coarse aggregate. Tan et al. [4] has found that skid-resistance durability of SMA-10 mixture is lower than UTAC-10 mixture, but the initial BPN of SMA-10 mixture is better. The aggregate gradation of above mixture is fundamentally the same, but the optimum asphalt content of UTAC-10 mixture is relatively low. So it is necessary to study the skid-resistance durability and influencing factors of asphalt mixture. Besides, the skid-resistance durability of asphalt mixture is closely related to mechanical property of aggregate, volume ratio of mixture, nominal maximum aggregate size[5], [6], [7]. But the influence of external conditions on skid-resistance durability of asphalt mixture has been paid little attention.

Conclusions

The skid resistance of OGFC and PA mixture is better than SMA mixture, but SMA mixture has the good skid-resistance durability. The attenuation rate of different indexes for SMA-13 mixture is 1.6–2.2% and 0.8–2.1% lower than compared with OGFC-13 and PA-13 mixture. The mixture and asphalt type have significant influence on the attenuation rate of texture depth for asphalt mixture, but the attenuation rate of british pendulum number for asphalt mixture with the same mineral aggregate is only significantly affected by the asphalt type.

The skid resistance of SMA-13 and PA-13 mixture is improved by the addition of high viscosity modified asphalt, and skid-resistance durability of SMA-13 mixture with different asphalt is better than PA-13 mixture. The evaluation index of skid-resistance durability of asphalt mixture is affected by the asphalt.

The skid-resistance durability of asphalt mixture with SINOTPS additive is better. The attenuation rate of texture depth for asphalt mixture with SINOTPS additive modified asphalt is lower than TPS additive and HVA. The attenuation rate of british pendulum number for asphalt mixture with SINOTPS additive is in the middle of selected high viscosity modified asphalt.