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action and microstructure of mortars, 11th Nordic Symposium on Building Physics , NSB2017, Trondheim, Norway, 11-14 June 2017, Energy Procedia , Vol. 132 , 2017 , pp. 670 ‒ 675 . [7

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[ 5 ] Nano Fe 2 O 3 Nano silica (NS) – 2, 3, 5, 10% for cement Cement mortar Compressive strength, flexural strength

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1 Introduction In recent years usage of self-compacting concrete and self-levelling mortar has highly increased because of its economical and time benefits [ 1 ]. The preparation of self-compacting concrete water plays a vital role in the

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References [1] Gomes M. , Faria P. , Gonçalves T. ( 2018 ), Earth-based mortars for repair and protection of rammed earth walls

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compressive strength of cement mortars was also examined. This article is a continuation of our previously published studies [ 20 ] on cement pastes with described waste catalyst. Experimental Materials

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curves on heating. The standard cement pastes, mortars and concretes show generally less or more visible shrinkage on setting and hardening because the volume of formed hydrated phases is less than the volume of initial components. However, in

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References [5] Gomes M. , Faria P. , Gonçalves T. ( 2018 ), Earth-based mortars for repair and protection of rammed earth walls

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] Rirsch E. , Zhang Z. Rising damp in masonry walls and the importance of mortar properties , Construction and Building Materials , Vol. 24 , No. 10 , 2010 , pp. 1815 – 1820 . [9

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dry curing shows the noticeable strength rise with 10% addition. L.K. Aggarwal [ 14 ] used epoxy emulsion and acrylic emulsion to modify the mortar and compared the workability and mechanical property. He noticed that the epoxy emulsion-based modified

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analysis relating it to the relative strength, keeping the cement mortars and pastes with 0, 5, 10 and 15% replacement of cement with MK and with a water/binder (w/b) ratio of 0.55. The removal of portlandite by pozzolanic reaction reached a maximum at

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