Geotextile encased columns (GEC) used as pressure-relief system. Instrumented bridge abutment case study on soft soil

Geosynthetic Encased Sand Columns (GEC) have been frequently adopted in geo-engineering practice to improve bearing capacity, reduce settlements and accelerate consolidation in saturated soft cohesive ground (e.g. Alexiew et al, 2005; Alexiew et al., 2012; Raithel et al, 2005). The present paper ext...

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Veröffentlicht in:	Geotextiles and geomembranes 2017-06, Vol.45 (3), p.227-236
Hauptverfasser:	Schnaid, F., Winter, D., Silva, A.E.F., Alexiew, D., Küster, V.
Format:	Artikel
Sprache:	eng
Schlagworte:	Bearing capacity Bridge abutments Bridge foundations Casing (process) Columns (structural) Consolidation Data collection Electric bridges Encased columns Geosynthetics Horizontal pressure Inclinometers Piezometers Pressure cells Soft soil Soil compaction Soils Studies
Online-Zugang:	Volltext
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