Procedure for Combined Processing of Test Data on Pile Foundations in Permafrost

A procedure is presented for complex field tests permitting determination of two characteristics of the bearing capacity of a pile foundation. Computational functions are derived for components of the effective forces that may be taken up by piling and distributed between individual zones of the bed...

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Veröffentlicht in:	Soil mechanics and foundation engineering 2015-03, Vol.52 (1), p.27-32
1. Verfasser:	Gur’yanov, I. E.
Format:	Artikel
Sprache:	eng
Schlagworte:	Bearing capacity Civil Engineering Computation Construction on Permafrost Earth and Environmental Science Earth Sciences Field tests Foundations Geoengineering Geotechnical Engineering & Applied Earth Sciences Hydraulics Mathematical analysis Permafrost Pile foundations Stress concentration
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Beschreibung
Zusammenfassung:	A procedure is presented for complex field tests permitting determination of two characteristics of the bearing capacity of a pile foundation. Computational functions are derived for components of the effective forces that may be taken up by piling and distributed between individual zones of the bed, and computational characteristics of the bed soils are also presented.
ISSN:	0038-0741 1573-9279
DOI:	10.1007/s11204-015-9302-3