NUMERAL WORK DESIGN OF THE NEEDLE-PILE IN SANDY SOILS

Authors

  • I. V. Maievska Vinnytsia National Technical University
  • A. V. Romanenko Vinnytsia National Technical University

Abstract

The calculation evaluation of the tensely-deformed state of the system is carried out a «bored pile – ground» on the vertical loading. The results of static tests of bored piles are compared on the vertical loading in the field terms with the results of calculations.

Author Biographies

I. V. Maievska, Vinnytsia National Technical University

Ph.D., assistant professor of industrial and civil construction

A. V. Romanenko, Vinnytsia National Technical University

Postgraduate Department of Industrial and Civil Engineering

Downloads

Abstract views: 5

How to Cite

[1]
I. V. Maievska and A. V. Romanenko, “NUMERAL WORK DESIGN OF THE NEEDLE-PILE IN SANDY SOILS”, СучТехнБудів, vol. 10, no. 1, pp. 67–70, Jun. 2011.

Issue

Vol. 10 No. 1 (2011)

Section

SOIL MECHANICS AND FOUNDATIONS

Metrics

Downloads

Download data is not yet available.

Most read articles by the same author(s)

1 2 > >>