ИССЛЕДОВАНИЕ ПОВЕДЕНИЯ БУРООПУСКНЫХ СВАЙ В СКАЛЬНОМ ГРУНТЕ EXPERIMENTAL AND EMPIRICAL STUDY ON PILES SOCKETED INTO ROCK IN NAVI MUMBAI

Vedprakash Chandrakant Maralapalle, Ramachandra Hegde

Аннотация


Представлены результаты экспериментальной программы по испытаниям одиночных свай. Установлены системная корреляция и достаточно хорошее соответствие между несущей способностью буроопускных свай в различных скальных породах (базальт, гипс, известняк), эмпирически предсказанной степенной зависимостью от лабораторной прочности породы на одноосное сжатие и экспериментально установленной в модельных испытаниях свай под действием осевой
нагрузки.


Полный текст статьи публикуется в английской версии журнала
«Soil Mechanics and Foundation Engineering”, vol.61, No.1


Литература


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