ЭКСПЕРИМЕНТАЛЬНОЕ ИССЛЕДОВАНИЕ СМЕЩЕНИЯ И ДЕФОРМАЦИЙ СВАЙ ПРИ УСТРОЙСТВЕ КОТЛОВАНА Experimental Study on the displacement and strain of underpinning piles during basement excavation
Аннотация
Проведено моделирование в масштабе 1:10 бетонного каркаса четырехэтажного здания на столбчатых фундаментах, усиленных сваями, для анализа вертикального смещения и изменения деформации опорных свай под сооружением во время земляных работ. Результаты показали, что опорные сваи претерпели значительные деформационные изменения. Более того, часть свай имела тенденцию оседать во время земляных работ, в то время как другие испытывали подъем. Результаты представляют интерес для проектирования опорных свай и укрепления конструкций.
Полный текст статьи публикуется в английской версии
журнала «Soil Mechanics and Foundation Engineering” vol.59, No.2
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