Open AccessExperience in pile testing on different construction sites
Author(s) -
A.S. Tulebekova,
Ye. Ashkey,
A.K. Zhankina
Publication year - 2022
Publication title -
l.n. gumilev atyndaġy euraziâ u̇lttyk̦ universitetìnìn̦ habaršysy. tehnikalyk̦ ġylymdar ža̋ne tehnologiâlar seriâsy
Language(s) - English
Resource type - Journals
eISSN - 2663-1261
pISSN - 2616-7263
DOI - 10.32523/2616-7263-2022-138-1-76-82
Subject(s) - pile , foundation (evidence) , field (mathematics) , civil engineering , construction engineering , geotechnical engineering , engineering , load testing , computer science , mathematics , geography , archaeology , pure mathematics
The paper presents the experience of soil testing with piles at various construction sites in Kazakhstan. Different methods are chosen in the field tests depending on the engineering and geological conditions and objectives. The choice of each is guided by the use of special equipment and devices. Soil tests with piles have an advantage to date. It is important to determine the size and type of piles that will be used in the foundation. The maximum depth of the pile is checked with the predicted load. The paper presented discussion of the technical features of each method, the justification of the selected solution. Analysis of experience is a very important aspect, of the successful implementation of megaprojects and new construction.