Формирование каркаса дорожного покрытия из гранулированной смеси методом уплотнения

Автор: Игнатьев А.А.

Журнал: Строительство уникальных зданий и сооружений @unistroy

Статья в выпуске: 1 (110), 2024 года.

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Уплотнение горячих асфальтобетонных смесей имеет ряд недостатков. В свою очередь, зернистые переделы лишены этих недостатков, но мало изучены. Объектом исследования являются зернистые переделы. Целью данной работы является изучение особенностей уплотнения зернистых переделов в диапазоне температур от 20 °С до 120 °С. Приведены результаты теоретических и экспериментальных исследований, отражающие особенности формирования каркаса материала, полученного из зернистых переделов с использованием известного технологического приема - уплотнения.

Асфальтобетон, дорожное покрытие, уплотнение, гранулированные смеси, конверсия, температура уплотнения

Короткий адрес: https://sciup.org/143182726

IDR: 143182726 | DOI: 10.4123/CUBS.110.2

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