2017
DOI: 10.26518/2071-7296-2017-2(54)-90-98
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Selection of Structures of the Activated Mineral Powders With Use of a Method of Planning of Experiment

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Cited by 5 publications
(4 citation statements)
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“…The activating mineral additive was chrysotile asbestos of A-7-300 grade according to GOST 12871-93*, which is the ultrabasic fibrous material and consists of hydrous magnesium silicate 3MgO•2SiO2•2H2O. BND 60/90 bitumen in accordance with GOST 22245-90* and cationic surface acting agents -BAP-DS-3 bitumen adhesive additive were used as the activating organic additives [11]. Mineral powders were obtained in the laboratory ball mill during mix grinding of raw materials preheated to the temperature from 140 to 150 °C.…”
Section: Resultsmentioning
confidence: 99%
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“…The activating mineral additive was chrysotile asbestos of A-7-300 grade according to GOST 12871-93*, which is the ultrabasic fibrous material and consists of hydrous magnesium silicate 3MgO•2SiO2•2H2O. BND 60/90 bitumen in accordance with GOST 22245-90* and cationic surface acting agents -BAP-DS-3 bitumen adhesive additive were used as the activating organic additives [11]. Mineral powders were obtained in the laboratory ball mill during mix grinding of raw materials preheated to the temperature from 140 to 150 °C.…”
Section: Resultsmentioning
confidence: 99%
“…Regression equations and graphical dependences showing the influence of the main independent factors on the mineral powders properties were obtained [12] (4) where P is porosity, % by volume; BC is the bitumen content index, g/100 cm 3 ; WR is the water resistance coefficient; S is swelling, % by volume; A is asbestos, % of the fly ash mass; B is bitumen, % of the fly ash mass; SAA is the surface active agent, % of the fly ash mass. The algorithm [18] and calculation program [19,21] have been developed for the computer automated selection of the activated mineral powders with the specified technical properties. FarEastCon -Materials and Construction II…”
Section: Resultsmentioning
confidence: 99%
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“…The mathematical models are developed for some of road and building materials with application of a method of design of experiments [13,16,17,18,19,20,21]. They will allow to optimise compositions and to gain more vast information on behaviour of learnt installation, than at posing of traditional passive experiment.…”
Section: Introductionmentioning
confidence: 99%