On the Calculation of Bored Piles Under Axial Compressive Loads in Rocky Soils

The behavior of single, reinforced-concrete, bored piles in solid rock is studied. Such a foundation can be used to transfer load from surface structures and buildings through a layer of weak soils to stronger underlying hard rock. A method is proposed for calculating piles under vertical loads taki...

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Veröffentlicht in:Soil mechanics and foundation engineering 2017-07, Vol.54 (3), p.143-149
Hauptverfasser: Zertsalov, M. G., Nikishkin, M. V., Khokhlov, I. N.
Format: Artikel
Sprache:eng
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