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
Schlagworte:	Bored piles Civil Engineering Earth and Environmental Science Earth Sciences Foundations Geoengineering Geotechnical Engineering & Applied Earth Sciences Hydraulics Mathematical analysis Reinforced concrete Rocks Soil layers Soil Mechanics Soils Vertical loads
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Beschreibung
Zusammenfassung:	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 taking account of the particulars of the changes in the stress-strain state of the system 'pile-rock' under compressive loads.
ISSN:	0038-0741 1573-9279
DOI:	10.1007/s11204-017-9448-2