2022
DOI: 10.1016/j.conbuildmat.2021.125755
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Methods for testing the quality of lightweight cellular concrete during pouring

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Cited by 9 publications
(4 citation statements)
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“…In general, the structure of aerated concrete is characterized by its solid microporous matrix and macropores. The reason for the formation of macropores is an increase in volume due to the effect of aeration; micropores are located in the walls between macropores [25][26][27][28]. For example, the porosity of aerated concrete averages 70-80%, and about 45-55% of this porosity is the porosity caused by the chemical reaction of aluminum powder in an alkali solution [29,30].…”
Section: Introductionmentioning
confidence: 99%
“…In general, the structure of aerated concrete is characterized by its solid microporous matrix and macropores. The reason for the formation of macropores is an increase in volume due to the effect of aeration; micropores are located in the walls between macropores [25][26][27][28]. For example, the porosity of aerated concrete averages 70-80%, and about 45-55% of this porosity is the porosity caused by the chemical reaction of aluminum powder in an alkali solution [29,30].…”
Section: Introductionmentioning
confidence: 99%
“…In terms of cost characteristics, non-autoclaved cellular concretes significantly outperform autoclaved competitors due to the significantly reduced cost of production and manufacture of such concretes and less environmental impact. From the point of view of technological and recipe factors, there are quite a lot of studies of non-autoclaved and autoclaved aerated concrete [ 1 , 2 , 3 , 4 , 5 , 6 , 7 , 8 , 9 , 10 , 11 , 12 , 13 , 14 , 15 , 16 , 17 , 18 , 19 , 20 , 21 , 22 , 23 , 24 , 25 , 26 , 27 , 28 , 29 , 30 , 31 , 32 , 33 , 34 , 35 ]. However, from the point of view of fundamental science, some gaps should be filled with additional research in the phenomenon of outgassing during the formation of the structure of non-autoclaved aerated concrete.…”
Section: Introductionmentioning
confidence: 99%
“…Investigation of dependences and modeling parameters of the behavior of AAC products in terms of wind load [ 24 ], material moisture [ 25 , 26 ], strength obtained using non-destructive testing methods [ 26 ], replacing aluminum powder on natural zeolite [ 27 ], as well as studies on porosity parameters [ 28 , 29 , 30 ], made a significant contribution to the development of this study and helped to formulate its purpose and scientific novelty.…”
Section: Introductionmentioning
confidence: 99%
“…Pemal nfal al t bal tal ringal n dal lal m kontruksi al dal lal h memiliki sisi yal ng lebih presisi dal n tingkal t keral tal al n permukal al n yal ng lebih hal lus.Tentu hal l ini menjal di kelebihal n dibal ndingkal n bentuk bal tal tral disional l. Hal l ini bisal mempercepal t proses pengerjal al n kontruksi dal ri sebual h bal ngunal n. Terdal pal t dual jenis bal tal ringal n yal ng umum dipal kal i sebal gal i bal hal n bal ku pembual tal n dinding bal ngunal n, yal itu Al utoclal ved Al eral ted Concrete (Al Al C) dal n Cellulal r Lightweight Concrete (CLC) [1,7,8,9,10]. Kedual bal tal ringal n ini dibual t dal ri cal mpural n mal terial l yal ng salmal, nal mun komposisi tial p-tial p mal terial lnyal berbedal .…”
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