ДОСВІД ПОСИЛЕННЯ ФУНДАМЕНТІВ ІЗ ПРИЗМАТИЧНИХ ПАЛЬ У СКЛАДІ СТРІЧКОВОГО РОСТВЕРКУ ПІДВЕДЕННЯМ ПЛИТИ

Abstract

The analysis of geotechnical monitoring data on the full-scale object of the system "deformed building – driven prismatic piles as a part of a tape grid – soil basis with a poor-bearing underlying layer" is stated; the results of introduction of the author's constructive-technological decision of strengthening of the bases from driven prismatic piles as a part of a tape grid by
bringing under existing grilles of a monolithic reinforced concrete plate in practice of reconstruction of the deformed houses are presented.