Email this article Inverted-Cone Piles for Transport Constructions in Seasonally Freezing Soils
- Authors: Tretyakova O.V.1, Yushkov B.S.1
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Affiliations:
- Perm National Research Polytechnic University
- Issue: Vol 54, No 3 (2017)
- Pages: 173-176
- Section: Design
- URL: https://journals.rcsi.science/0038-0741/article/view/244102
- DOI: https://doi.org/10.1007/s11204-017-9453-5
- ID: 244102
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Abstract
An alternative design is proposed with inverted-cone bored piles for foundations of transport tunnels in frost heaving clayey soils of the Urals and Siberia regions. The bearing capacity of the inverted-cone pile with a side incline of 5 degrees and that of the pile without a cone was calculated.
About the authors
O. V. Tretyakova
Perm National Research Polytechnic University
Email: smfe@mail.ru
Russian Federation, Perm
B. S. Yushkov
Perm National Research Polytechnic University
Email: smfe@mail.ru
Russian Federation, Perm
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