Computer technology of calculation of high-rise structures piles field with increased pile step

Authors

  • A. S. Morhun
  • A. V. Nitsevych
  • I. A. Morhun

Keywords:

intense-deformed condition, soil, numerical modelling, method of boundary elements

Abstract

The problem dealing with interaction of piles field applying numerical method of boundary elements is considered. Increase of pile step as compared with recommended norms enables to obtain considerable economic effect without the reduction of carrying capacity of foundation structure.

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Abstract views: 164

Published

2010-11-12

How to Cite

[1]
A. S. Morhun, A. V. Nitsevych, and I. A. Morhun, “Computer technology of calculation of high-rise structures piles field with increased pile step”, Вісник ВПІ, no. 5, pp. 41–44, Nov. 2010.

Issue

No 5 (2007)

Section

Civil engineering

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