[1]
Castellazzi G, Gentilini C, Nobile L. Seismic vulnerability assessment of a historical church: Limit analysis and nonlinear finite element analysis. Adv Civ Eng 2013, art. no. 517454.
DOI: 10.1155/2013/517454
Google Scholar
[2]
Franzoni E, Sandrolini F, Bandini S. An experimental fixture for continuous monitoring of electrical effects in moist masonry walls. Constr Build Mater 2011; 25: 2023-9.
DOI: 10.1016/j.conbuildmat.2010.11.047
Google Scholar
[3]
Witzany J, Cejka T, Zigler R. The effect of moisture on significant mechanical characteristics of masonry. Eng Struct Tech 2010; 2: 79-85.
DOI: 10.3846/skt.2010.11
Google Scholar
[4]
Franzoni E. Rising damp removal from historical masonries: A still open challenge. Constr Build Mater 2014; 54: 123-36.
DOI: 10.1016/j.conbuildmat.2013.12.054
Google Scholar
[5]
Charola AE. Salts in the deterioration of porous materials: an overview. J Am Inst Conservat 2000; 39: 327-43.
Google Scholar
[6]
Desarnaud J, Bonn D, Shahidzadeh N. The Pressure induced by salt crystallization in confinement. Scientific Reports; 2016; 6(1).
DOI: 10.1038/srep30856
Google Scholar
[7]
Lubelli B, de Rooij MR, NaCl crystallization in restoration plasters. Constr Build Mater 2009; 23: 1736–42.
DOI: 10.1016/j.conbuildmat.2008.09.010
Google Scholar
[8]
Desarnaud J, Derluyn H, Molari L, de Miranda S, Cnudde V, Shahidzadeh N. Drying of salt contaminated porous media: Effect of primary and secondary nucleation. Journal of Applied Physics; 2015; 118(11): 114901.
DOI: 10.1063/1.4930292
Google Scholar
[9]
Lubelli B, Nijland TG, van Hees RPJ, Hacquebord A. Effect of mixed in crystallization inhibitor on resistance of lime–cement mortar against NaCl crystallization. Constr Build Mater 2010; 24: 2466-72.
DOI: 10.1016/j.conbuildmat.2010.06.010
Google Scholar
[10]
Castellazzi G, de Miranda S, Grementieri L, Molari L, Ubertini F. Multiphase model for hygrothermal analysis of porous media with salt crystallization and hydration. Materials and Structures; 2016; 49(3): 1039-63.
DOI: 10.1617/s11527-015-0557-y
Google Scholar
[11]
Wijffels T, Lubelli B. Development of a new accelerated salt crystallization test. Heron 2006; 51: 63-79.
Google Scholar
[12]
Derluyn H, Janssen H, Carmeliet J. Influence of the nature of interfaces on the capillary transport in layered materials. Constr Build Mater 2011; 25: 3685-93.
DOI: 10.1016/j.conbuildmat.2011.03.063
Google Scholar
[13]
Yu S, Oguchi CT. Role of pore size distribution in salt uptake, damage, and predicting salt susceptibility of eight types of Japanese building stones. Eng Geo 2010; 115: 226-36.
DOI: 10.1016/j.enggeo.2009.05.007
Google Scholar
[14]
Andriani GF, Walsh N. The effects of wetting and drying, and marine salt crystallization on calcarenite rocks used as building material in historic monuments. Geological Society, London, Special Publications, 2007; 271: 179-88.
DOI: 10.1144/gsl.sp.2007.271.01.18
Google Scholar
[15]
Amoroso G, Fassina V. Stone decay and conservation, Atmospheric Pollution, Cleaning. Consolidation and Protection, New York: Elsevier; (1983).
DOI: 10.2307/1506020
Google Scholar
[16]
Gentilini C, Franzoni E, Bandini S, Nobile L, Effect of salt crystallisation on the shear behaviour of masonry walls: An experimental study. Constr Build Mater 2012; 37: 181-9.
DOI: 10.1016/j.conbuildmat.2012.07.086
Google Scholar
[17]
Franzoni, E., Gentilini, C., Graziani, G., Bandini, S. Towards the assessment of the shear behaviour of masonry in on-site conditions: A study on dry and salt/water conditioned brick masonry triplets. Constr Build Mater 2014; 65: 405-416.
DOI: 10.1016/j.conbuildmat.2014.05.002
Google Scholar
[18]
Jukes P, Riddington JR. The failure of brick triplet test specimens. Masonry International 2001; 15: 30-3.
Google Scholar
[19]
EN 1052-3. Methods of test for masonry. Part 3: Determination of initial shear strength. (2007).
Google Scholar