The effects of curing time and temperature on stiffness, strength and durability of sand-environment friendly binder blends

Author:

Consoli Nilo Cesar,Leon Helena Batista,da Silva Carretta Mariana,Daronco João Victor Linch,Lourenço David Eduardo

Funder

FAPERGS/CAPES

CAPES/BRASIL

MCT-CNPq

MEC-CAPES

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference34 articles.

1. ABNT, 2012. Soil-cement — Dosage to be used as a pavement layer. NBR 12253. Brazilian Standard Association, Rio de Janeiro (in Portuguese).

2. Geotechnical properties of a chemically stabilized soil from Malaysia with rice husk ash as an additive;Ali;Geotech. Geol. Eng.,1992

3. Stabilization of recycled demolition aggregates by geopolymers comprising calcium carbide residue, fly ash and slag precursors;Arulrajah;Constr. Build. Mater.,2016

4. Cement kiln dust and fly ash blends as an alternative binder for the stabilization of demolition aggregates;Arulrajah;Constr. Build. Mater.,2017

5. ASTM, 2012. Standard test methods for laboratory compaction characteristics of soil using standard effort. ASTM D698, West Conshohocken, Philadelphia.

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