Effects of waste material–lime additive mixtures on mechanical properties of granular soils

Effects of waste material–lime additive mixtures on mechanical properties of granular soils

Granular soil was stabilized using different proportions of silica fume–lime and fly ash–lime and compacted at optimum water content. Compaction, compressive strength and California Bearing Ratio tests were undertaken which confirmed that the use of waste materials and lime mixtures improved the str...

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Veröffentlicht in:Bulletin of engineering geology and the environment 2012-02, Vol.71 (1), p.99-103
1. Verfasser: Kalkan, Ekrem
Format: Artikel
Sprache:eng
Schlagworte:
Earth and Environmental Science
Earth Sciences
Foundations
Geoecology/Natural Processes
Geoengineering
Geotechnical Engineering & Applied Earth Sciences
Hydraulics
Nature Conservation
Original Paper
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Zusammenfassung:Granular soil was stabilized using different proportions of silica fume–lime and fly ash–lime and compacted at optimum water content. Compaction, compressive strength and California Bearing Ratio tests were undertaken which confirmed that the use of waste materials and lime mixtures improved the strength properties of the crushed granular soils.
ISSN:1435-9529
1435-9537
DOI:10.1007/s10064-011-0409-0