Experimental analysis of enhanced cement-sand-based geothermal grouting materials

P. Pascual-Muñoz; I. Indacoechea-Vega; D. Zamora-Barraza; D. Castro-Fresno

doi:10.1016/j.conbuildmat.2018.07.076

Experimental analysis of enhanced cement-sand-based geothermal grouting materials

P. Pascual-Muñoz, I. Indacoechea-Vega, D. Zamora-Barraza, D. Castro-Fresno

Research output: Contribution to journal › Article › peer-review

14 Citations (Scopus)

7 Downloads (Pure)

Abstract

Nowadays, Ground Source Heat Pumps (GSHP) are achieving significant efficiencies, mostly because of the development of their electromechanical components. However, concepts such as the technical performance of the grouting materials deserve more profound analysis, as becoming essential in areas where good potential thermal performance of the GSHP and serious risks of groundwater contamination exist. In this paper, several fluid mortars with enhanced characteristics have been evaluated. Results show improved mechanical and thermal properties compared to conventional grouting materials. Likewise, mortars exhibited good performance after being subjected to durability treatment. For now, the cost of some mortars may constitute a barrier.

Original language	English
Pages (from-to)	481-488
Number of pages	8
Journal	Construction and Building Materials
Volume	185
Early online date	19 Jul 2018
DOIs	https://doi.org/10.1016/j.conbuildmat.2018.07.076
Publication status	Published - 10 Oct 2018
Externally published	Yes

Bibliographical note

NOTICE: this is the author’s version of a work that was accepted for publication in Construction and Building Materials. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting, and other quality control mechanisms may not be reflected in this document. Changes may have been made to this work since it was submitted for publication. A definitive version was subsequently published in Construction and Building Materials, 185, (2018) DOI: 10.1016/j.conbuildmat.2018.07.076

© 2018, Elsevier. Licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International http://creativecommons.org/licenses/by-nc-nd/4.0/

Keywords

Grouting material
Fluid mortar
Cement
Graphite
Durability

Access to Document

10.1016/j.conbuildmat.2018.07.076

Post-PrintAccepted author manuscript, 1.72 MBLicence: CC BY-NC-ND

http://www.scopus.com/inward/record.url?eid=2-s2.0-85050137492&partnerID=MN8TOARS

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Cite this

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title = "Experimental analysis of enhanced cement-sand-based geothermal grouting materials",

abstract = "Nowadays, Ground Source Heat Pumps (GSHP) are achieving significant efficiencies, mostly because of the development of their electromechanical components. However, concepts such as the technical performance of the grouting materials deserve more profound analysis, as becoming essential in areas where good potential thermal performance of the GSHP and serious risks of groundwater contamination exist. In this paper, several fluid mortars with enhanced characteristics have been evaluated. Results show improved mechanical and thermal properties compared to conventional grouting materials. Likewise, mortars exhibited good performance after being subjected to durability treatment. For now, the cost of some mortars may constitute a barrier.",

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note = "NOTICE: this is the author{\textquoteright}s version of a work that was accepted for publication in Construction and Building Materials. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting, and other quality control mechanisms may not be reflected in this document. Changes may have been made to this work since it was submitted for publication. A definitive version was subsequently published in Construction and Building Materials, 185, (2018) DOI: 10.1016/j.conbuildmat.2018.07.076 {\textcopyright} 2018, Elsevier. Licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International http://creativecommons.org/licenses/by-nc-nd/4.0/ ",

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AU - Indacoechea-Vega, I.

AU - Zamora-Barraza, D.

AU - Castro-Fresno, D.

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