2021
DOI: 10.1007/978-981-16-3844-2_60
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Study of Fine-Grained Cement Concrete with Ground Glass

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Cited by 7 publications
(3 citation statements)
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“…At z=h0, the values of deformations and stresses in the armature S are equal to zero, i.e. ξ=ξ0=1 [4][5][6].…”
Section: Resultsmentioning
confidence: 99%
“…At z=h0, the values of deformations and stresses in the armature S are equal to zero, i.e. ξ=ξ0=1 [4][5][6].…”
Section: Resultsmentioning
confidence: 99%
“…It should be noted that on the third day after the heat and moisture treatment, an activator that is not included in the hydration process migrates to the surface of the samples, forming efflorescences. Concrete collapsed after 50 cycles of alternating freezing and thawing [1,[5][6].…”
Section: Resultsmentioning
confidence: 99%
“…Thus, a change in the thickness of the insulation material affects the amount of heat flow power non-linearly and has a certain meaning in justifying the optimal thickness of insulation by the payback period of the materials used. The graph of the change in payback period depending on the thickness of the insulation material (Figure 11) in combination with the graph of the change in the magnitude of the heat flow on the thickness of the insulation material allows us to specify the optimal thickness of the heat-insulating material [18].…”
Section: Resultsmentioning
confidence: 99%