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Annotation
The present work investigates the behavior of the soft soil reinforced with ordinary and encased stone columns with geogrid under cyclic and static load. Model tests were performed with different ultimate bearing capacity ratios and different applied loads.
Данная работа исследует поведение слабых грунтов усиленных каменными колоннами заключенных внутри геосетки под действием циклической и статической нагрузки. Испытания были выполнены с различными коэффициентами несущей способности при различных нагрузках.
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