مطالعه عملکرد مخلوط میکروسرفیسینگ حاوی پودر سرباره مس جایگزین فیلر طبیعی: ارزیابی آزمایشگاهی

نوع مقاله : علمی - پژوهشی

نویسندگان
مریم زروک 1
امیر ایزدی 2
مهدی زال نژاد 3
1 کارشناس ارشد گرایش راه و ترابری، دانشکده مهندسی عمران، دانشگاه شمال، مازندران، آمل، ایران
2 استادیار، دانشکده مهندسی عمران، دانشگاه شمال، مازندران، آمل، ایران
3 دانشجوی دکتری گرایش راه و ترابری، دانشکده مهندسی عمران، دانشگاه علم‌و‌صنعت ایران، تهران، ایران
10.22119/jte.2023.397692.2666
چکیده
یکی از شیوه‌های کارآمد در نگهداری پیشگیرانه و حفظ رویه‌های آسفالتی، استفاده به‌موقع از آسفالت حفاظتی میکروسرفیسینگ است. این مطالعه باهدف امکان‌سنجی و تأثیر استفاده از پودر سرباره مس ضایعاتی جایگزین فیلر طبیعی در طرح اختلاط میکروسرفیسینگ جهت سنجش عملکرد آن انجام شده است. در این خصوص، در مرحله اول ویژگی‌های مصالح سنگی و پودر سرباره مس ضایعاتی بررسی گردید. در مرحله بعد جهت تحلیل عملکرد مخلوط‌های میکروسرفیسینگ، از 5 ترکیب متفاوت شامل صفر، 25، 50، 75 و 100 درصد پودر مس جایگزین فیلر در مخلوط میکروسرفیسینگ استفاده گردید. ارزیابی و مقایسه نمونه‌های آسفالتی با آزمایش‌های چسبندگی مرطوب (در زمان‌های 30 و 60 دقیقه)، سایش در شرایط مرطوب (در مدت‌زمان یک ساعت) و چرخ بارگذاری شده-چسبندگی ماسه و چرخ بارگذاری شده-میزان جابه‌جایی مطابق با آیین‌نامه ASTM D6372 صورت گرفت. نتایج نشان داد که نمونه‌های حاوی پودر مس ضایعاتی، سبب ارتقاء عملکرد میکروسرفیسینگ می‌شوند. همچنین در میان نمونه‌های آسفالتی، مخلوط حاوی 100 درصد پودر مس دارای مناسب‌ترین عملکرد بوده به‌طوری که نسبت به نمونه اصلاح نشده (شاهد) سبب افزایش چسبندگی در مدت‌زمان 30 و 60 دقیقه به ترتیب به میزان 8/25 و 3/27 درصد و کاهش حساسیت رطوبتی مخلوط به میزان 33 درصد و کاهش میزان جابه‌جایی عمودی در برابر بارگذاری ترافیکی به میزان 30 درصد گردید. مخلوط حاوی 100 درصد پودر مس در مقایسه با نمونه شاهد دارای 2 درصد قیر امولسیون کمتر جهت رسیدن به چسبندگی مناسب در زمان مشخص است.

کلیدواژه‌ها

موضوعات

عنوان مقاله English

Study of Microsurfacing Mixture Performance Containing Copper Slag Powder as Substitute for Natural Filler: A Laboratory Evaluation

نویسندگان English

Maryam Zarouk 1
Amir Izadi 2
Mahdi Zalnezhad 3
1 M.Sc. Highways and Transportation, Faculty of Civil Engineering, Shomal University, Mazandaran, Amol
2 Assistant Professor, Faculty of Civil Engineering, Shomal University, Mazandaran, Amol
3 PhD Candidate, Faculty of Civil Engineering, Iran University of Science and Technology, Tehran City, Iran
چکیده English

An efficient approach to preventive maintenance and protection of asphalt pavement is the timely application of microsurfacing surface treatment. The present study was performed to study the feasibility and effectiveness of using waste copper slag powder to replace natural filler in the microsurfacing mixture design in an attempt to evaluate its performance. In this respect, first, characteristics of the aggregate and the waste copper slag powder were investigated. Next, five different microsurfacing mixtures in which the natural filler was replaced by the copper powder at 0, 25, 50, 75, and 100% were used to analyze the performance of the microsurfacing mixtures. Evaluation and comparative analysis of the samples were conducted based on wet cohesion test (30 and 60 min), wet track abrasion test (1 hr), loaded wheel-sand adhesion test, and loaded-wheel-displacement test according to ASTM D6372 standard practice. Results showed that the presence of the waste copper powder improved the microsurfacing performance. Moreover, among the studied samples, the asphalt mixture in which the filler was 100% replaced by the copper powder exhibited the highest performance. Indeed, compared to the non-modified sample (i.e., control), it exhibited 25.8 and 27.3% higher cohesion in the 30- and 60-min wet cohesion tests, respectively, 33% lower sensitivity to wetness, and 30% lower vertical displacement under the effect of traffic load. Compared with the control, the asphalt mixture containing the copper powder at 100% was seen to require 2% lower bitumen emulsion to achieve desired cohesion within a given period of time.

کلیدواژه‌ها English

Wet cohesion test
Copper slag powder
Abrasion resistance
Deformation resistance
Microsurfacing
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فصلنامه مهندسی حمل و نقل
دوره 16، شماره 2 - شماره پیاپی 63
زمستان 1403
صفحه 4379-4401

  • تاریخ دریافت 27 اردیبهشت 1402
  • تاریخ بازنگری 06 تیر 1402
  • تاریخ پذیرش 17 تیر 1402