AZERBAIJAN SCIENTIFIC RESEARCH INSTITUTE FOR CONSTRUCTION AND ARCHITECTURE
AZİMETİ

CONSTRUCTION and ARCHITECTURE IN AZERBAIJAN

SCIENTIFIC-PRACTICAL JOURNAL
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 DOİ.org/ https://doi.org/10.30546/3106-4817.2025.03.207 

STUDY OF INTEGRITY AND BEARING CAPACITY TESTS OF PILES USED FOR SOIL (FOUNDATION) STRENGTHENING
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Summary

Ensuring long-term normal operating conditions for buildings and structures has been considered one of the most important issues in all countries, regardless of one or another political system, and it remains a pressing problem today. It is an objective truth that, just as every area in nature is subject to development and dynamics, buildings and structures that are products of human activity are also subject to objective changes and damage due to the influence of a number of factors. Improving the quality of piles used to reinforce the soil (foundation) on which buildings and structures rest is primarily related to factors such as durability and longevity, which are of important practical importance during the long-term operation of buildings and structures. 

Keywords

compressive strength limit, reinforced concrete structures, durability, longevity, pile, soil consolidation, pile integrity, pile load-bearing capacity, static tests, dynamic tests.

C.A. Jamalov, Sh.H. Hasanov, A.H. Ahmadova.

1J.A.Jamalov, 2Sh.H.Hasanov, 3A.H.Ahmedova 

1 Research Institute of the Azerbaijan Architecture and Construction, 2 Kyrgyz branch of AzVirt LLC, 3Azerbaijan University of Architecture and Construction 

cesaret.camalov@gmail.com, shahin-hasanov@hotmail.com, aytenaxmedova@mail.ru