MONOLITHIC SHALLOW FOUNDATIONS ACCORDING TO PRINCIPLE «SWALLOW TAIL» (TECHNOLOGY BASICS OF CARRYING CAPACITY)

Authors

  • Vasily Zagreba Vinnitsya National Technical University
  • Igor Siryk Vinnitsya National Technical University
  • Bogdan Zagreba
  • Olexandr Zagreba

Keywords:

monolithic foundation technology, "lastivkovyy tail" shallow, anchor bag, carrying capacity, friction stem part, spacing, sloping walls

Abstract

The model of shallow monolithic foundation with common reference pad on a " swallow tail", which is designed for reinforced concrete walls with a spacing of the soil, which is able to maintain vertical and inclined surfaces form the walls. The technology placement, the economic benefits of their use, and basic approaches determine the bearing capacity of this type of foundation.

Author Biographies

Vasily Zagreba, Vinnitsya National Technical University

Ph.D., assistant professor department of construction, municipal economy and architecture

Igor Siryk, Vinnitsya National Technical University

student

Bogdan Zagreba

civil engineering industrial and civil construction

Olexandr Zagreba

economist, specialist in business economics construction industry

References

1. Механика грунтов, основания и фундаменты под ред. С. Б. Ухова, М., Висшая школа 2002г.
2. Романов Д. А. Свайные фундаменты грубого заложения. – Киев: Госстройиздат, 1959. – С. –216-228.
3. RU 2300603 C1 МПК: Е02D 27/01, опубл. 10.06.2007.
4. UA 103342 U, МПК E02D27/01, Бюл. №23, 10.06.2015, Загреба В.П., Загреба Б.В., Сірик І.В. і інші.

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Published

2016-11-21

How to Cite

[1]
V. Zagreba, I. . Siryk, B. Zagreba, and O. Zagreba, “MONOLITHIC SHALLOW FOUNDATIONS ACCORDING TO PRINCIPLE «SWALLOW TAIL» (TECHNOLOGY BASICS OF CARRYING CAPACITY)”, СучТехнБудів, vol. 20, no. 1, pp. 50–53, Nov. 2016.

Issue

Section

CONSTRUCTION TECHNOLOGY

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