Calculation Substantiation of the Optimal Anchoring Length of the Working Reinforcement of Precast-Monolithic Piles in the Cryolithozone

The subject of research is the development of rational types of foundations in permafrost. These article is proposed use of prefabricated monolithic piles, providing for a combination of drilling and bored methods of pile foundations. The computational substantiation of the anchoring length of the w...

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Bibliographic Details
Published inIOP conference series. Materials Science and Engineering Vol. 1079; no. 6; p. 62035
Main Authors Mestnikov, V V, Mestnikova, I V
Format Journal Article
LanguageEnglish
Published Bristol IOP Publishing 01.03.2021
Subjects
Boring
Frost heaving
Permafrost
Pile foundations
Prefabrication
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Summary:The subject of research is the development of rational types of foundations in permafrost. These article is proposed use of prefabricated monolithic piles, providing for a combination of drilling and bored methods of pile foundations. The computational substantiation of the anchoring length of the working reinforcement of precast-monolithic piles under the influence of tangential forces of frost heaving has been carried out. Mathematical modeling of the joint between the prefabricated part of the pile and the monolithic part was carried out in the Ansys software.
Bibliography:ObjectType-Conference Proceeding-1
SourceType-Scholarly Journals-1
content type line 14
ISSN:1757-8981
1757-899X
DOI:10.1088/1757-899X/1079/6/062035