Stabilized dredged material. II, Geomechanical behavior / Dennis G. Grubb in Journal of geotechnical and geoenvironmental engineering, Vol. 136 N° 8 (Août 2010)  

Stabilized dredged material. II, Geomechanical behavior [texte imprimé] / Dennis G. Grubb, Auteur ; Nicholas E. Malasavage, Auteur ; Charles J. Smith, Auteur . - 2010 . - pp. 1025-1036.
Géotechnique
Langues : Anglais (eng)
in Journal of geotechnical and geoenvironmental engineering > Vol. 136 N° 8 (Août 2010) . - pp. 1025-1036

Mots-clés :	Soil stabilization cement Dredge spoil Byproduct utilization Laboratory tests Physical properties
Index. décimale :	624.1 Infrastructures.Ouvrages en terre. Fondations. Tunnels
Résumé :	This study presents the results of a detailed geotechnical evaluation of six stabilized dredged material (SDM) blends incorporating various combinations of lime, cement kiln dust, high alkali and slag cements, and Class F fly ash. The dredged material classified as CH/OH soil with an in situ moisture content (MC) of approximately 130% and void ratio of 3.35. Mix designs and unconfined compression strength tests were completed for each SDM blend based on 3-day mellowing characteristics. Compacted dry densities were on the order of 7.8–11.2 kN/m3 (49–71 lb/ft3), with MCs on the order of 34–73%. Peak effective friction angles ranged from 20–50° with cohesion intercepts on the order of 30–235 kPa (4–34 lb/in.2) using a maximum stress obiliquity criterion. Postpeak effective friction angles (15% axial strain) were routinely in excess of 40° with low cohesion (
DEWEY :	624.1
ISSN :	1090-0241
En ligne :	http://ascelibrary.org/gto/resource/1/jggefk/v136/i8/p1025_s1?isAuthorized=no