جاده

جاده

مرور جامع بر روسازی‌های بتنی نفوذپذیر: رفتار متقابل بین یکپارچگی مکانیکی، مکانیزم‌های گرفتگی و پروتکل‌های نگهداری احیاکننده

نوع مقاله : مقاله پژوهشی

نویسندگان
1 دانش آموخته کارشناسی، گروه مهندسی عمران، دانشکده فنی و مهندسی، دانشگاه آزاد اسلامی واحد کرج، کرج، ایران
2 دانش آموخته دکتری، گروه مهندسی عمران، دانشکده فنی و مهندسی، دانشگاه آزاد اسلامی واحد مشهد، مشهد، ایران
چکیده
روسازی‌های بتنی نفوذپذیر (PCPs) به طور گسترده به عنوان یک راهکار زیرساخت سبز برای مناطق شهری پذیرفته شده‌اند. در حال حاضر، بتن نفوذپذیر معمولاً در سیستم‌های روسازی نفوذپذیر مانند جاده‌ها، پیاده‌روها، مسیرهای دسترسی (ورودی سواره‌رو)، پارکینگ‌ها و سایر کاربردهای سطحی کم‌بار (سبک) استفاده می‌شود. با این حال، عیب اصلی این نوع روسازی این است که به مرور زمان به دلیل گرفتگی (انسداد منافذ)، نفوذپذیری خود را از دست می‌دهد و به دلیل ساختار منافذش، مقاومت فشاری پایین‌تری دارد. این مسائل حیاتی، موضوع این مقاله مروری هستند. نتایج آزمایش‌های آزمایشگاهی مرتبط با مقاومت فشاری، گرفتگی و نگهداری به تفصیل مورد بحث قرار گرفته‌اند. هدف این مقاله مروری، ارائه مجموعه‌ای از یافته‌های برجسته مطالعاتی است که بر مقاومت فشاری، گرفتگی و نگهداری روسازی‌های بتنی نفوذپذیر تمرکز دارند. شایان ذکر است که روسازی‌های بتنی نفوذپذیر با مقاومت فشاری بالاتر باید در جاده‌هایی با حجم ترافیک بالا استفاده شوند. متعاقباً، نگهداری دوره‌ای برای جلوگیری از گرفتگی ناشی از رسوبات و به حداکثر رساندن طول عمر این روسازی‌ها ضروری است. بر اساس این مقاله مروری، حوزه‌های نیازمند به تحقیقات آینده شناسایی شده‌اند.
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