MATEC Web Conf.
Volume 73, 2016XV International Conference “Topical Problems of Architecture, Civil Engineering, Energy Efficiency and Ecology – 2016”
|Number of page(s)||7|
|Section||Buildings and Structures, Foundations and Underground Constructions, Bridges, Highways and Tunnels|
|Published online||11 August 2016|
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
* Corresponding author: firstname.lastname@example.org
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
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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