Analysis of Strip Pile Footing Behavior Caused by Sinkhole Formation

The paper presents the results of investigation of pile strip footing behavior over a karst sinkhole. Analytical decisions based on the adapted contact model of pile-subsoil interaction were obtained to evaluate the pile stiffness coefficient and maximal loads acting on the piles.

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Bibliographische Detailangaben
Veröffentlicht in:	Soil mechanics and foundation engineering 2017-05, Vol.54 (2), p.71-75
Hauptverfasser:	Gotman, N. Z., Davletyarov, D. A.
Format:	Artikel
Sprache:	eng
Schlagworte:	Civil Engineering Decision analysis Earth and Environmental Science Earth Sciences Foundations Geoengineering Geotechnical Engineering & Applied Earth Sciences Hydraulics Karst Loads (forces) Soil Mechanics Stiffness coefficients Strip
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Beschreibung
Zusammenfassung:	The paper presents the results of investigation of pile strip footing behavior over a karst sinkhole. Analytical decisions based on the adapted contact model of pile-subsoil interaction were obtained to evaluate the pile stiffness coefficient and maximal loads acting on the piles.
ISSN:	0038-0741 1573-9279
DOI:	10.1007/s11204-017-9436-6