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However, there is a lack of knowledge concerning the behaviour of such mortars.
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The designing of an experiment connected with obtaining and investigating the properties of such mortars as well as the money-saving effect of the application of statistical methods in the production of the above mortars were discussed.
Despite the similar commercial indications provided by the manufacturers, the results show remarkable differences for what concerning both the initial composition and the final behaviour of the mortars.
The main purpose of this study was to show the conceptual feasibility of combining PCMs in mortars and to evaluate the behaviour of the resulting mortars with differential scanning calorimeter.
The maximum value of the mortar slip is taken as criteria for the application behaviour of the mortar in-situ.
Furthermore, the flow behaviour of the mortar when applied to an inclined plane was evaluated with a so-called slip-test 10 and 40 min after water addition.
The continuum damaged plasticity model is used to simulate damage and fracture behaviour of the mortar, while debonding of fibre-mortar interfaces is modelled by nonlinear cohesive interfacial elements.
The shear behaviour of brickwork mortar joints under normal compression was studied and the influence of specimen moisture content at the time of testing on strength was investigated.
The results showed that the behaviour of the mortar that contains more than one type of PCM can be predicted through the superposition of effects of the independent PCMs and no interaction occurs between them.
As stated before, it became evident during the construction works, that from a technical and economical point of view, the in-situ rheological behaviour of the mortar is the key factor to achieve the best possible tightness of water cisterns.
For innate behaviours - like reproductive behaviour of insects - such neuronal circuits produce observable stereotypic motor outputs.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com