Inverted-Cone Piles for Transport Constructions in Seasonally Freezing Soils


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Resumo

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.

Sobre autores

O. Tretyakova

Perm National Research Polytechnic University

Email: smfe@mail.ru
Rússia, Perm

B. Yushkov

Perm National Research Polytechnic University

Email: smfe@mail.ru
Rússia, Perm

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