Role of the capillary fringe on the dilatation of a low porosity limestone submitted to unidirectional freezing

Abstract As a rule, usually only one face of the building stones of a monument is exposed to climatic variations. Penetration of temperature and humidity stress is unidirectional from the external surface while capillary absorption comes from the bottom part of the accumulation zones such as soil or...

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Main Authors: Celine Thomachot-Schneider, Emilie Huby, Kevin Chalons, Xavier Drothière, Patricia Vazquez
Format: Article
Language:English
Published: SpringerOpen 2018-11-01
Series:Progress in Earth and Planetary Science
Subjects:
Online Access:http://link.springer.com/article/10.1186/s40645-018-0213-6
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spelling doaj-236087a6b43448178b261e7f8237d9872020-11-24T21:11:03ZengSpringerOpenProgress in Earth and Planetary Science2197-42842018-11-01511910.1186/s40645-018-0213-6Role of the capillary fringe on the dilatation of a low porosity limestone submitted to unidirectional freezingCeline Thomachot-Schneider0Emilie Huby1Kevin Chalons2Xavier Drothière3Patricia Vazquez4GEGENAA EA 3795, University of Reims Champagne-Ardenne (URCA)GEGENAA EA 3795, University of Reims Champagne-Ardenne (URCA)GEGENAA EA 3795, University of Reims Champagne-Ardenne (URCA)GEGENAA EA 3795, University of Reims Champagne-Ardenne (URCA)GEGENAA EA 3795, University of Reims Champagne-Ardenne (URCA)Abstract As a rule, usually only one face of the building stones of a monument is exposed to climatic variations. Penetration of temperature and humidity stress is unidirectional from the external surface while capillary absorption comes from the bottom part of the accumulation zones such as soil or cornice band. This configuration has to be taken into account in the setting of frost weathering tests in the laboratory. Formation of ice is accompanied by changed volumes and by movements of liquid water due to cryosuction. These phenomena lead to the dilatation of the porous network as assessed by strain gage monitoring. In this study, an experimental setting was developed to simulate the condition of a building stone submitted to frost and water supply by capillary absorption. Strain gages and thermocouples were attached to a limestone sample in order to assess thermal penetration and dilatation changes. Two types of saturation conditions were applied to the sample: water supply only by capillarity and water supply by capillarity after immersion during 48 h. Freeze-thaw cycles of 24-h freezing at − 15 °C and 24-h thawing at + 10 °C were performed. Results showed that deformation perpendicular to the freezing direction was negligible except for the fringe zone where it could reach 6 × 10−4. In contrast, on both sides of the wet fringe, a deformation parallel to the freezing direction occurred, corresponding to an expansion upon freezing and a contraction upon thawing, with an intensity correlated in both cases to saturation. This original test also showed the importance of the capillary fringe in the frost action on building stones that is not taken into account in classical frost weathering tests. And it is to be noted that the strain gages allowed to measure immediate damage before it reached the inside of the stone and before it could be visually perceived.http://link.springer.com/article/10.1186/s40645-018-0213-6Frost weatheringCapillary fringeUnidirectional freezingStrain gagesLimestone
collection DOAJ
language English
format Article
sources DOAJ
author Celine Thomachot-Schneider
Emilie Huby
Kevin Chalons
Xavier Drothière
Patricia Vazquez
spellingShingle Celine Thomachot-Schneider
Emilie Huby
Kevin Chalons
Xavier Drothière
Patricia Vazquez
Role of the capillary fringe on the dilatation of a low porosity limestone submitted to unidirectional freezing
Progress in Earth and Planetary Science
Frost weathering
Capillary fringe
Unidirectional freezing
Strain gages
Limestone
author_facet Celine Thomachot-Schneider
Emilie Huby
Kevin Chalons
Xavier Drothière
Patricia Vazquez
author_sort Celine Thomachot-Schneider
title Role of the capillary fringe on the dilatation of a low porosity limestone submitted to unidirectional freezing
title_short Role of the capillary fringe on the dilatation of a low porosity limestone submitted to unidirectional freezing
title_full Role of the capillary fringe on the dilatation of a low porosity limestone submitted to unidirectional freezing
title_fullStr Role of the capillary fringe on the dilatation of a low porosity limestone submitted to unidirectional freezing
title_full_unstemmed Role of the capillary fringe on the dilatation of a low porosity limestone submitted to unidirectional freezing
title_sort role of the capillary fringe on the dilatation of a low porosity limestone submitted to unidirectional freezing
publisher SpringerOpen
series Progress in Earth and Planetary Science
issn 2197-4284
publishDate 2018-11-01
description Abstract As a rule, usually only one face of the building stones of a monument is exposed to climatic variations. Penetration of temperature and humidity stress is unidirectional from the external surface while capillary absorption comes from the bottom part of the accumulation zones such as soil or cornice band. This configuration has to be taken into account in the setting of frost weathering tests in the laboratory. Formation of ice is accompanied by changed volumes and by movements of liquid water due to cryosuction. These phenomena lead to the dilatation of the porous network as assessed by strain gage monitoring. In this study, an experimental setting was developed to simulate the condition of a building stone submitted to frost and water supply by capillary absorption. Strain gages and thermocouples were attached to a limestone sample in order to assess thermal penetration and dilatation changes. Two types of saturation conditions were applied to the sample: water supply only by capillarity and water supply by capillarity after immersion during 48 h. Freeze-thaw cycles of 24-h freezing at − 15 °C and 24-h thawing at + 10 °C were performed. Results showed that deformation perpendicular to the freezing direction was negligible except for the fringe zone where it could reach 6 × 10−4. In contrast, on both sides of the wet fringe, a deformation parallel to the freezing direction occurred, corresponding to an expansion upon freezing and a contraction upon thawing, with an intensity correlated in both cases to saturation. This original test also showed the importance of the capillary fringe in the frost action on building stones that is not taken into account in classical frost weathering tests. And it is to be noted that the strain gages allowed to measure immediate damage before it reached the inside of the stone and before it could be visually perceived.
topic Frost weathering
Capillary fringe
Unidirectional freezing
Strain gages
Limestone
url http://link.springer.com/article/10.1186/s40645-018-0213-6
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