Technical Papers
Feb 8, 2016

Hydric Behavior of Earth Materials and the Effects of Their Stabilization with Cement or Lime: Study on Repair Mortars for Historical Rammed Earth Structures

Publication: Journal of Materials in Civil Engineering
Volume 28, Issue 7

Abstract

Earthen building materials bear interesting environmental advantages and are the most appropriate to conserve historical earth constructions. To improve mechanical properties, these materials are often stabilized with cement or lime, but the impact of the stabilizers on the water transport properties, which are also critical, has been very rarely evaluated. The researchers have tested four earth-based repair mortars applied on three distinct and representative rammed earth surfaces. Three mortars are based on earth collected from rammed earth buildings in south of Portugal and the fourth mortar is based on a commercial clayish earth. The main objective of the work was over the commercial earth mortar, applied stabilized and not stabilized on the three rammed earth surfaces to repair, to assess the influence of the stabilizers. The other three earth mortars (not stabilized) were applied on each type of rammed earth, representing the repair only made with local materials. The four unstabilized earth materials depicted nonlinear dependence on t1/2 during capillary suction. This behavior was probably caused by clay swelling. Stabilization with any of the four tested binders enabled the linear dependence of t1/2 expected from Washburn’s equation, probably because the swelling did not take place in this case. However, the stabilizers also significantly increased the capillary suction and the capillary porosity of the materials. This means that, in addition to increasing the carbon footprint, stabilizers, like cement and lime, have functional disadvantages that discourage their use in repair mortars for raw earth construction.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

M. I. Gomes was supported by a doctoral grant from the Fundação para a Ciência e a Tecnologia (FCT). Authors are grateful to the people who collaborated in the experimental work, in particular, LNEC technicians José Costa, João Junior, Luis Nunes, and Bento Sabala. The researchers thank George Hilbert for providing the natural cement within the ROCARE EU project. Thanks are also due to the companies Sorgila, Lusical, and Secil for providing the remaining materials.

References

Al-Rawas, A. A., Hago, A. W., and Al-Sarmi, H. (2005). “Effect of lime, cement, and Sarooj (artificial pozzolan) on the swelling potential of an expansive soil from Oman.” Build. Environ., 40(5), 681–687.
Arizzi, A., Viles, H., and Cultrone, G. (2012). “Experimental testing of the durability of lime-based mortars used for rendering historic buildings.” Constr. Build. Mater., 28(1), 807–818.
Ashurst, J., and Ashurst, N. (1995). Practical building conservation: Brick, terracotta & earth—English heritage technical handbook, Vol. 2, Hampshire, U.K.
Bell, F. G. (1996). “Lime stabilization of clay minerals and soils.” Eng. Geol., 42(4), 223–237.
Bui, Q.-B., et al. (2014). “Effect of moisture content on the mechanical characteristics of rammed earth.” Constr. Build. Mater., 54, 163–169.
CEN (European Committee for Standardization). (1999a). “Methods of test for mortar for masonry. Part 11: Determination of flexural and compressive strength of hardened mortar.”, Brussels, Belgium.
CEN (European Committee for Standardization). (1999b). “Methods of test for mortar for masonry. Part 3: Determination of consistence of fresh mortar (by flow table).”, Brussels, Belgium.
CEN (European Committee for Standardization). (2005). “Methods of testing the cement. Part 1: Determination of mechanical strength.”, Brussels, Belgium.
CEN (European Committee for Standardization). (2009). “Conservation of cultural property. Test methods: Determination of water absorption by capillarity.”, Brussels, Belgium.
CEN (European Committee for Standardization). (2011). “Cement. Part 1: Composition, specifications and conformity criteria for common cements.”, Brussels, Belgium.
CEN (European Committee for Standardization). (2012). “Building lime. Part 1: Definitions, specifications and conformity criteria.”, Brussels, Belgium.
Cid, J., Mazarrón, F. R., and Cañas, I. (2011). “Las normativas de construcción con tierra en el mundo.” Inf. de la Construcción, 63(523), 159–169 (in Spanish).
Fernandes, V. A., et al. (2007). “The effect of clay content in sands used for cementitious materials in developing countries.” Cem. Concr. Res., 37(5), 751–758.
Forster, A. M., et al. (2008). “Traditional cob wall: Response to flooding.” Struct. Surv., 26(4), 302–321.
Gomes, M. I., and Faria, P. (2011). “Repair mortars for rammed earth constructions.” Proc., 12th Int. Conf. on Durability of Building Materials and Components, Michael Vasco Peixoto Freitas, Helena Corvacho, and Michael Lacasse, eds., Vol. 2, Faculdade de Engenharia da Universidade do Porto, Portugal, 689–696.
Gomes, M. I., Gonçalves, T. D., and Faria, P. (2012a). “Earth-based repair mortars: Experimental analysis with different binders and natural fibers.” Proc., 1st Int. Conf. on Rammed Earth Conservation (RESTAPIA), C. Mileto, F. Vegas, and V. Cristini, eds., CRC Press/Balkema, Valencia, Spain, 661–668.
Gomes, M. I., Gonçalves, T. D., and Faria, P. (2012b). “Evaluación de la influencia del contenido de agua en la trabajabilidad del mortero de tierra.” J. Cult. Heritage Stud., 25(2), 258–277.
Gomes, M. I., Gonçalves, T. D., and Faria, P. (2013). “The compatibility of earth-based repair mortars with rammed earth substrates.” 3rd Historic Mortars Conf., Univ. of West Scotland, Glasgow, Scotland, 11–14.
Gomes, M. I., Gonçalves, T. D., and Faria, P. (2014). “Unstabilised rammed earth: characterization of the material collected from old constructions in south Portugal and comparison to normative requirements.” Int. J. Archit. Heritage, 8(2), 185–212.
Gonçalves, T. D. (2007). “Salt crystallization in plastered or rendered walls.” Ph.D. thesis, LNEC and IST, Technical Univ. of Lisbon, Lisbon, Portugal.
Hall, C., et al. (1995). “Water anomaly in capillary liquid absorption by cement-based materials.” J. Mater. Sci. Lett., 14(17), 1178–1181.
Hall, M. R., and Allinson, D. (2009). “Influence of cementitious binder content on moisture transport in stabilised earth materials analysed using 1-dimensional sharp wet front theory.” Build. Environ., 44(4), 688–693.
Hall, M. R., and Allinson, D. (2010). “Evaporative drying in stabilised compressed earth materials using unsaturated flow theory.” Build. Environ., 45(3), 509–518.
Heathcote, K. A. (1995). “Durability of earthwall buildings.” Constr. Build. Mater., 9(3), 185–189.
HighScore X’Pert [Computer software]. PANalytical, Almelo, Netherlands.
Hossain, K. M., and Mol, L. (2011). “Some engineering properties of stabilized clayey soils incorporating natural pozzolans and industrial wastes.” Constr. Build. Mater., 25(8), 3495–3501.
Jaquin, P. A., Augarde, C. E., and Legrand, L. (2008). “Unsaturated characteristics of rammed earth.” 1st European Conf. on Unsaturated Soils: Advances in Geo-Engineering, Taylor & Francis Group, Durham, 417–422.
Jayasinghe, C., and Kamaladasa, N. (2007). “Compressive strength characteristics of cement stabilized rammed earth walls.” Constr. Build. Mater., 21(11), 1971–1976.
Jiménez Delgado, M. C., and Guerrero, I. C. (2007). “The selection of soils for unstabilised earth building: A normative review.” Constr. Build. Mater., 21(2), 237–251.
Keable, J. (1996). Rammed earth structure: A code of practice, Intermediate Technology, London.
Lockington, D. A., and Parlange, J. (2003). “Anomalous water absorption in porous.” J. Phys. D. Appl. Phys., 36(6), 760–767.
New Mexico Code. (2006). “New México earthen building materials code 14.7.4.” Construction Industries Division (CID), Regulation and Licensing Dept., Santa Fé, NM.
RILEM. (1980). “Recommended tests to measure the deterioration of stone and to assess the effectiveness of treatment methods. Test No. II.6 Water absorption coefficient (capillarity).” Mater. Struct. Res. Test., 13(75), 209.
ROCARE EU-Project. (2012). Manual on best practice in the application of roman cements, C. Gurtner, G. Hilbert, D. Hughes, R. Kozlowski, and J. Weber, eds, Wien, Austria.
SAZS (Standards Association Zimbabwe). (2001). “Standard code of practice for rammed earth structures.”, Harare, ZImbabwe.
Washburn, E. W. (1921). “The dynamics of capillary flow.” Phys. Rev., 17(3), 273–283.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 28Issue 7July 2016

History

Received: Apr 23, 2015
Accepted: Nov 16, 2015
Published online: Feb 8, 2016
Published in print: Jul 1, 2016
Discussion open until: Jul 8, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

Maria Idália Gomes, Ph.D. [email protected]
Assistant Professor, Dept. of Civil Engineering, Lisbon Engineering Superior Institute (ISEL), Rua Conselheiro Emídio Navarro 1, 1959-007 Lisboa, Portugal (corresponding author). E-mail: [email protected]
Teresa Diaz Gonçalves, Ph.D. [email protected]
Research Officer, Dept. of Materials, National Laboratory for Civil Engineering (LNEC), Av. do Brasil 101, 1700-066 Lisboa, Portugal. E-mail: [email protected]
Paulina Faria, Ph.D. [email protected]
Associate Professor, Dept. of Civil Engineering, Civil Engineering Research and Innovation for Sustainability (CERIS), ICIST, Nova Univ. of Lisbon (UNL), Campus da Caparica, 2829-516 Caparica, Portugal. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share