Analysis of non-uniform piles driven into cohesive soils
作者： Amin Sormeie , Mahmoud Ghazavi
DOI: 10.1016/J.SOILDYN.2018.03.014
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摘要: Abstract In this paper, a theoretical method based on cavity expansion (CEM) in conjunction with wave equation theory is used for analysis of driven tapered piles into cohesive soils. The results show that are easier than cylindrical the same length and volume. Also, increasing pile taper angle, permanent displacement increases, which significant driving.
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