The Method of Calculating the Settlement of Weak Ground Strengthened with the Reinforced Sandy Piles
Industrial University of Tyumen, 625001, Volodarskogo str., 38, Tyumen, Russia
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The paper presents an engineering method for calculating the weak clay base, strengthened with sandy piles reinforced along the contour. The method is based on the principle of layer-by-layer summation, which is used when designing the bases and foundations. The novelty of the suggested method lies in the taking account of the soil reaction along the pile lateral surface and the impact of external vertical loads on the vertical displacement of the base.
© The Authors, published by EDP Sciences, 2016
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