ОЦЕНКА БОКОВОГО СОПРОТИВЛЕНИЯ БАРЕТТНЫХ СВАЙ НА ВЫДЕРГИВАНИЕ С ПОМОЩЬЮ CYCU/BARRETTE/UPLIFT/16 Evaluation of Side Resistance for Barrette Piles Subjected to Uplift Loading using CYCU/Barrette/Uplift/16

Mary Abigail Jos, Yit-Jin Chen, Anjerick Topacio

Аннотация


Проведено исследование бокового сопротивления бареттных свай на выдергивание в дренируемых и недренируемых условиях. Для оценки бокового сопротивления были использованы четыре метода, представляющие различные стадии на кривой зависимости нагрузки от смещения в диапазоне от 2 до >45,5 мм. Для оценки параметров анализа использованы традиционные α- и β-методы. Определены коэффициенты модели предельного состояния для калибровки коэффициентов сопротивления при проектировании, основанном на надежности для дренируемых и недренируемых грунтов.


Полный текст статьи публикуется в английской версии журнала
«Soil Mechanics and Foundation Engineering”, vol.63, No.2


Литература


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