A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Inverted-Cone Piles for Transport Constructions in Seasonally Freezing Soils
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.
Inverted-Cone Piles for Transport Constructions in Seasonally Freezing Soils
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.
Inverted-Cone Piles for Transport Constructions in Seasonally Freezing Soils
Tretyakova, O. V. (author) / Yushkov, B. S. (author)
2017
Article (Journal)
Electronic Resource
English
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
/
56.20$jIngenieurgeologie$jBodenmechanik
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