MATERIALS OF INJECTION MORTARS OF DRILLING -INJECTED PILES STRENGTHENING AT THE RECONSTRUCTION OF BUILDINGS

Authors

  • Alla Morgun Vinnytsia national technical university
  • Ivan Met Vinnytsia national technical university
  • Dmytro Dovgopol Vinnytsia national technical university

Keywords:

injectionmortars, drilling-injectedpiles, boredpiles, foundation strengthening, building reconstruction, technical restructuring

Abstract

It has been proposed decision of strengthening the foundations at the reconstruction and technical restructuring of residential and civilian buildings. The experience ofstrengthening the foundations and the bases has been analyzed. The rationalityof installation drilling-injectedpiles at strengthening the foundations has been reasonabled. Static studiesof drilling-injectedpiles have been conducted. The studies of determining the number of root piles needed to strengthen the foundation on a natural basis have been shown. The scheme of loads depending on one pile and the total load of all piles has been developed. The installationof seven additional piles has been proposed.

Author Biographies

Alla Morgun, Vinnytsia national technical university

D.Eng.,professor.,manageress of department of industrial and civil constructions

Ivan Met, Vinnytsia national technical university

senior lecturer of department of industrial and civil constructions

Dmytro Dovgopol, Vinnytsia national technical university

student 

References

1. ГОСТ 30491–97 Смеси органо-минеральные и грунты укрепленные органическими вяжущими. – М., 1997. – 21 с.
2. Рекомендации по укреплению буроиньекционных свай, НИИОСП, М. – 1984. – 47 с.
3. ДСТУ Б.В.2.1 – 27:2011 Палі, визначення несучої здатності за результатами польових досліджень. Київ. Мінрегіонбуд України, 2011. – 11 с.

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Published

2014-12-25

How to Cite

[1]
A. Morgun, I. Met, and D. Dovgopol, “MATERIALS OF INJECTION MORTARS OF DRILLING -INJECTED PILES STRENGTHENING AT THE RECONSTRUCTION OF BUILDINGS”, СучТехнБудів, vol. 17, no. 2, pp. 53–56, Dec. 2014.

Issue

Section

SOIL MECHANICS AND FOUNDATIONS

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