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

Content Provider	Springer Nature Link
Author	Kalkan, Ekrem
Copyright Year	2011
Abstract	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.Des sols granulaires ont été stabilisés avec différentes proportions de fumées de silice et chaux ou de cendres volantes et chaux et compactés à la teneur eau optimum. Des essais de compaction, de résistance à la compression et de portance CBR ont été réalisés et ont confirmé que l’utilisation de mélanges de sous-produits avec de la chaux augmentait les propriétés de résistance de sols granulaires.
Starting Page	99
Ending Page	103
Page Count	5
File Format	PDF
ISSN	14359529
Journal	Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur
Volume Number	71
Issue Number	1
e-ISSN	14359537
Language	English
Publisher	Springer-Verlag
Publisher Date	2011-12-20
Publisher Place	Berlin, Heidelberg
Access Restriction	One Nation One Subscription (ONOS)
Subject Keyword	Fumée de silice Cendres volantes Chaux Stabilisation Construction de routes Ouvrages en terre Nature Conservation Geoecology/Natural Processes Geoengineering, Foundations, Hydraulics Geotechnical Engineering & Applied Earth Sciences
Content Type	Text
Resource Type	Article
Subject	Geology Geotechnical Engineering and Engineering Geology

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