ДЕФОРМАЦИИ ГРУНТОВОЙ БАЛКИ, АРМИРОВАННОЙ ГЕОСИНТЕТИКОЙ, С УЧЕТОМ ЛОКАЛЬНЫХ ПУСТОТ В ОСНОВАНИИ ПО МОДЕЛИ ВИНКЛЕРА Deformation of geosynthetic-reinforced soil beam subjected to localized sinkholes By Winkler model

Yitao Zhou, Fu-Quan Chen

Аннотация


Получено аналитическое решение для вертикальных перемещений грунтовой балки, усиленной геосинтетикой с учетом влияния локальных пустот, основанное на модели балки Бернулли-Эйлера на Винклеровском основании. Приведено сравнение результатов эксперимента с численным моделированием. Результаты показывают, что ширина пустот и высота армированной грунтовой балки оказывают значительное влияние на результирующие деформации.

Полный текст статьи публикуется в английской версии
журнала «Soil Mechanics and Foundation Engineering” vol.59, No.2


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