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بررسی تأثیر استفاده از پودربتن بازیافتیِ ضایعات ساختمانی در عملکرد آسفالت حفاظتی لایهنازک (اسلاری سیل) | ||
| مهندسی زیر ساخت های حمل و نقل | ||
| دوره 9، شماره 1 - شماره پیاپی 33، خرداد 1402، صفحه 77-106 اصل مقاله (3.3 M) | ||
| نوع مقاله: مقاله پژوهشی | ||
| شناسه دیجیتال (DOI): 10.22075/jtie.2023.29724.1630 | ||
| نویسندگان | ||
| حسین ملکی طولابی1؛ سیدعظیم حسینی* 2؛ لیلا حاج نجفی3 | ||
| 1دانشجوی دکتری، گروه مهندسی عمران، واحد تهران جنوب، دانشگاه آزاد اسلامی، تهران، ایران. | ||
| 2دانشیار، گروه مهندسی عمران، واحد تهران جنوب، دانشگاه آزاد اسلامی، تهران، ایران. | ||
| 3استادیار، گروه مهندسی عمران، واحد تهران جنوب، دانشگاه آزاد اسلامی، تهران، ایران. | ||
| تاریخ دریافت: 04 بهمن 1401، تاریخ بازنگری: 29 فروردین 1402، تاریخ پذیرش: 22 اردیبهشت 1402 | ||
| چکیده | ||
| باتوجه‌به اهمیت جاده‌ها و بزرگراه‌ها به‌عنوان یک عضو حیاتی از اقتصاد کشورها که برای جابه‌جایی مسافر و کالا مورداستفاده قرار می‌گیرند، مسئله نگهداری و مدیریت آن‌ها همواره یکی از مهم‌ترین و بنیادی‌ترین اصول زیربنایی کشورها است. کاربرد آسفالت‌های حفاظتی به‌عنوان یک اقدام پیشگیرانه در تعمیر و نگهداری روسازی‌ها در ایران و جهان به شکل قابل چشمگیری رواج یافته است. در عصر حاضر، یکی از مشکلات بزرگ زیست‌محیطی ایجاد شده، تولید قابل‌توجهی ضایعات ساختمانی (CW) می‌باشد. استفاده از CW قابل بازیافت در روسازی‌ها می‌تواند به حفظ مواد تجدیدناپذیر و درعین‌حال کاهش مشکلات زیست‌محیطی کمک کند. هدف اصلی این مطالعه، بررسی به‌کارگیری پودربتنِ بازیافتیِ ضایعاتِ ساختمانی (RWCP) در طرح اختلاط آسفالت حفاظتی لایهنازک (اسلاری سیل) در مقایسه با فیلر معدنی (MF) است. برای این منظور آزمایش‌های چسبندگی مرطوب، سایش در شرایط مرطوب، بارگذاری چرخ - جابه‌جایی و بارگذاری چرخ - چسبندگی ماسه در پنج ترکیب مختلف شامل RWCP0+MF100، RWCP25+MF75، RWCP50+MF50، RWCP75+MF25 و RWCP100+MF0، بر اساس وزن کل فیلر انجام شده است و در ادامه با استفاده از شبکه‌های عصبی مصنوعی (ANNs )، همبستگی و دقت نتایج آزمایشگاهی مخلوط‌های آسفالت حفاظتی لایهنازک حاوی پودر بتن بازیافتیِ ضایعات ساختمانی، بررسی گردید. نتایج نشان داد که مخلوط RWCP100+MF0 با قیر باقیمانده 9 درصد، چسبندگی مرطوب، سایش، جابه‌جایی عمودی و جانبی را به ترتیب در حدود 27، 24، 28 و 20 درصد بهبود داده است. از مهم‌ترین دلایل جایگزینی فیلرِ RWCP، دارابودن اشکال نامنظم و سطوح ناهموار و خشن‌تر و درصد بالای CaO و SiO2 است که موجب بهبود عملکرد آسفالت حفاظتی لایهنازک می‌شود. | ||
| کلیدواژه‌ها | ||
| آسفالت حفاظتی لایهنازک؛ اسلاری سیل؛ پودر بتن بازیافتی ساختمانی؛ آزمایش سایش در شرایط مرطوب؛ شبکه‌های عصبی مصنوعی | ||
| عنوان مقاله [English] | ||
| Investigating the effect of using recycled waste concrete powder on the performance of thin layer surface treatment (slurry seal) | ||
| نویسندگان [English] | ||
| Hossein Maleki Toulabi1؛ Seyed Azim Hosseini2؛ Leila Haj Najafi3 | ||
| 1Department of Civil Engineering, South Tehran Branch, Islamic Azad University, Tehran, Iran. | ||
| 2Associate Professor, Department of Civil Engineering, South Tehran Branch, Islamic Azad University, Tehran, Iran. | ||
| 3Assistant Professor, Department of Civil Engineering, South Tehran Branch, Islamic Azad University, Tehran, Iran. | ||
| چکیده [English] | ||
| Considering the importance of roads and highways as vital elements of the economy of countries which are used for transport and movement of passengers and goods, the issue of maintenance and management of them is among the most important and fundamental infrastructure of the countries. Use of the surface treatments as a preventive measure in repair and maintenance of pavements in Iran and the world is a common and worldwide practice. In the present age, one of the greatest environmental issues is considerable production of construction wastes (CW). The use of recyclable CW in pavements could help with conservation of non-renewable materials and at the same time reducing environmental problems. The main goal of this study is investigation of implementing recycled waste concrete powder (RWCP) in the mix design of the thin layer surface treatment (slurry seal) in comparison to the mineral filler (MF). For this purpose the wet cohesion test, wet track abrasion test, loaded wheel-displacement test and loaded wheel-sand adhesion test were performed in five different combinations: RWCP0+MF100, RWCP25+MF75, RWCP50+MF50, RWCP75+MF25 and RWCP100+MF0 based on the total weight of filler and then, using artificial neural networks (ANNs), the correlation and accuracy of laboratory results of thin layer surface treatment mixtures containing RWCP were investigated. The results showed that the mixture of RWCP100+MF0 with 9% residual bitumen improved sample, in terms of abrasion, wet cohesion, and vertical and lateral displacements by about 27, 24, 28 and 20%, respectively. One of the most important reasons for replacing RWCP filler is having irregular shapes and uneven and rougher surfaces and a high percentage of CaO and SiO2, which improves the performance of thin layer protective asphalt. | ||
| کلیدواژه‌ها [English] | ||
| Thin layer surface treatment, Slurry seal, RWCP, Wet track abrasion test, ANNs | ||
| مراجع | ||
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