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A COMPARATIVE ANALYSIS OF METHODOLOGIES FOR CALCULATING PRECIPITATION PILE FOUNDATIONS
Melnikov Victor Alekseevich1, Alekseev Nikolai Sergeyevich2, Ionov Konstantin Igorevich3
1VPO St. Petersburg State Polytechnic University, Ph.D., Associate Professor
2VPO St. Petersburg State Polytechnic University, undergraduate
3VPO St. Petersburg State Polytechnic University, undergraduate
1VPO St. Petersburg State Polytechnic University, Ph.D., Associate Professor
2VPO St. Petersburg State Polytechnic University, undergraduate
3VPO St. Petersburg State Polytechnic University, undergraduate
Abstract
The article discusses different methods of calculating the sediment pile foundations described in the regulations - SNIP 2.02.03.-85 "Pile foundations" and the updated version of its SP 24.13330.2011 "Pile foundations." The calculation for hanging concrete piles, a prismatic shape, a square cross-section with a pointed end. The load taken a central impact without bending moments. A new method for calculating the rainfall pile foundation consisting of a group of piles. The results are analyzed on the basis of their conclusions.
Keywords: load-bearing capacity of the pile, method of calculation, pile foundation, settlement, the estimated load transmitted to the pile
Category: 05.00.00 Technical sciences
Article reference:
A comparative analysis of methodologies for calculating precipitation pile foundations // Modern scientific researches and innovations. 2015. № 9. P. 1 [Electronic journal]. URL: https://web.snauka.ru/en/issues/2015/09/57462
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