Design of alkali-activated materials for a modular green wall and green roof system

This study presents the work developed with alkali activated mixtures to be used as component of a new modular green wall and green roof system (GEOGREEN). The aim is to find the most appropriate composition of alkali-activated mixture to maximize water absorption and porosity and also find a good m...

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Main Authors: Manso Maria, Castro-Gomes João
Format: Article
Language:English
Published: EDP Sciences 2019-01-01
Series:MATEC Web of Conferences
Online Access:https://www.matec-conferences.org/articles/matecconf/pdf/2019/23/matecconf_ricon17_04001.pdf
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spelling doaj-c07c549b947440858db20479b21859cc2021-04-02T09:45:34ZengEDP SciencesMATEC Web of Conferences2261-236X2019-01-012740400110.1051/matecconf/201927404001matecconf_ricon17_04001Design of alkali-activated materials for a modular green wall and green roof systemManso MariaCastro-Gomes JoãoThis study presents the work developed with alkali activated mixtures to be used as component of a new modular green wall and green roof system (GEOGREEN). The aim is to find the most appropriate composition of alkali-activated mixture to maximize water absorption and porosity and also find a good mechanical strength with reduced density. Alkali-activated mixtures were produced using two precursors, mine waste mud from Panasqueira mine (W) and ground waste glass (G) and two alkaline activators, sodium silicate (SS) and sodium hydroxide (SH). A ventilated oven was used to speed up the curing process. Variables as percentage substitution of W per G, molar concentration of SH, cure length and temperature, were tested to identify the reference mixture. After these tests different percentages of aggregates as sand (S), expanded cork granules (C) and expanded clay (A) were added to reference mixture (REF). Results indicate that S25 obtained the maximum compressive strength of 35 MPa after 7 curing days. However, about 30% compressive strength loss is observed after immersion of this mixture in water for 24h. Capillary absorption coefficient can reach to 4,77 kg/m2.h0,5 with C25 and to 4,11 kg/m2.h0,5 with S25. Also C50 enables a 20% density reduction compared to REF.https://www.matec-conferences.org/articles/matecconf/pdf/2019/23/matecconf_ricon17_04001.pdf
collection DOAJ
language English
format Article
sources DOAJ
author Manso Maria
Castro-Gomes João
spellingShingle Manso Maria
Castro-Gomes João
Design of alkali-activated materials for a modular green wall and green roof system
MATEC Web of Conferences
author_facet Manso Maria
Castro-Gomes João
author_sort Manso Maria
title Design of alkali-activated materials for a modular green wall and green roof system
title_short Design of alkali-activated materials for a modular green wall and green roof system
title_full Design of alkali-activated materials for a modular green wall and green roof system
title_fullStr Design of alkali-activated materials for a modular green wall and green roof system
title_full_unstemmed Design of alkali-activated materials for a modular green wall and green roof system
title_sort design of alkali-activated materials for a modular green wall and green roof system
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2019-01-01
description This study presents the work developed with alkali activated mixtures to be used as component of a new modular green wall and green roof system (GEOGREEN). The aim is to find the most appropriate composition of alkali-activated mixture to maximize water absorption and porosity and also find a good mechanical strength with reduced density. Alkali-activated mixtures were produced using two precursors, mine waste mud from Panasqueira mine (W) and ground waste glass (G) and two alkaline activators, sodium silicate (SS) and sodium hydroxide (SH). A ventilated oven was used to speed up the curing process. Variables as percentage substitution of W per G, molar concentration of SH, cure length and temperature, were tested to identify the reference mixture. After these tests different percentages of aggregates as sand (S), expanded cork granules (C) and expanded clay (A) were added to reference mixture (REF). Results indicate that S25 obtained the maximum compressive strength of 35 MPa after 7 curing days. However, about 30% compressive strength loss is observed after immersion of this mixture in water for 24h. Capillary absorption coefficient can reach to 4,77 kg/m2.h0,5 with C25 and to 4,11 kg/m2.h0,5 with S25. Also C50 enables a 20% density reduction compared to REF.
url https://www.matec-conferences.org/articles/matecconf/pdf/2019/23/matecconf_ricon17_04001.pdf
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AT castrogomesjoao designofalkaliactivatedmaterialsforamodulargreenwallandgreenroofsystem
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