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of the catalyst. The study of the compressive strength of the CAC40 cement mortars containing the FCC catalyst indicated that the compressive strength after the period of 6 h considerably decreased compared to that of a composition without the FCC

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-Gawwad , “ The effect of replacing sand by iron slag on physical, mechanical and radiological properties of cement mortar ,” HBRC J. , vol. 13 , no. 3 , pp. 255 – 261 , 2017 . 10.1016/j.hbrcj.2015

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. Černý , R , Maděra , J , Poděbradská , J , Toman , J , Drchalová , J , Klečka , T , Jurek , K , Rovnaníková , P . 2000 . The effect of compressive stress on thermal and hygric properties of Portland cement mortar in wide temperature and

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strength of standard expansive cement mortars (CSA 1180) after 1, 3, 7 and 28-day hardening Fig. 9 SEM. Microstructure of hardened expansive cement samples with 8 % CSA 1180 additive ( left

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Journal of Thermal Analysis and Calorimetry
Authors: Carolina Resmini Melo, Elidio Angioletto, Humberto Gracher Riella, Michael Peterson, Márcio Roberto Rocha, Aline Resmini Melo, Luciano Silva, and Susane Strugale

of the calcined paper sludge on the development of hydration heat in blended cement mortars . J Therm Anal Calorim. 2008 . doi: 10.1007/s10973-007-8270-x . 15. Vegas I

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temperatures . Cem Conc Res . 1991 ; 21 : 179 – 189 . 10.1016/0008-8846(91)90044-I . 30. Kjellsen , KO , Detwiter , RJ . Reaction kinetics of Portland cement mortars hydrated at different

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thickness and thermo-physical properties of materials used in each layer of the building envelope ( Table I ). The floor consists of 4 layers, which are plain concrete, sand layer, cement mortar and ceramic tiles. External walls are 0.3 m solid brick walls

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capacity (J/kg∙K) Density (kg/m 3 ) Cement mortar 1.4 20 1,080 2,200 Hollow brick 0.48 150 936 589 Air gap 0.026 50 1,000 1 Hollow brick 0.48 100 936 625 Plaster 0.35 20 936 875 2.3 Input data and boundary conditions for the simulation process The current

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,” Building Mater. Civil Eng. , pp. 81 – 423 , 2001 . [5] Y. Ohama , Handbook of Polymer-Modified Concrete and Mortars Properties and Process Technology , Noyes Publications . [6] Y. K. Jo , “ Basic properties of epoxy cement mortars without hardener

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microstructures of cement paste . Mater Struct 17 102 415 – 420 . 7. Rostasy , FS 1980 Changes of pure structure of cement mortars due to temperatures . Cem Concr Res 10 4

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