Calculation Substantiation of the Optimal Anchoring Length of the Working Reinforcement of Precast-Monolithic Piles in the Cryolithozone
Abstract 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...
| Published in: | IOP Conference Series: Materials Science and Engineering |
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| Main Authors: | , |
| Format: | Article in Journal/Newspaper |
| Language: | unknown |
| Published: |
IOP Publishing
2021
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| Subjects: | |
| Online Access: | http://dx.doi.org/10.1088/1757-899x/1079/6/062035 https://iopscience.iop.org/article/10.1088/1757-899X/1079/6/062035 https://iopscience.iop.org/article/10.1088/1757-899X/1079/6/062035/pdf |
| Summary: | Abstract 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. |
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