
Assessment of the bearing capacity of piles during static load test
Author(s) -
Pavel Gavrilov,
V. S. Glukhov
Publication year - 2020
Publication title -
stroitelʹstvo i arhitektura
Language(s) - English
Resource type - Journals
eISSN - 2500-1477
pISSN - 2308-0191
DOI - 10.29039/2308-0191-2020-8-4-22-27
Subject(s) - pile , bearing capacity , geotechnical engineering , moment (physics) , load testing , structural engineering , bearing (navigation) , documentation , field (mathematics) , engineering , geology , computer science , mathematics , physics , classical mechanics , artificial intelligence , pure mathematics , programming language
The purpose of this research is to estimate the bearing capacity of bored piles with broadening, formed by stone rolling. A series of static tests of the existing piles was performed in accordance with the requirements of the current regulatory documentation, the analysis of the obtained results was carried out. According to this experimental researches, was made a conclusion about the advisable to take into account the standard values of settlements at the determining of the bearing capacity of piles by ground. The results of field tests were compared with the calculated values, determined by calculation with the recommendations of SP 24.13330.2011. Noted, that the value of load, corresponding to the moment of the pile «failure», should be taken as a criterion of the factual bearing capacity.