Maqola

Multivariate statistical modeling of strength and parameters of diagrams σb–εb for expanded clay concrete

Sh. B. AhmedovTashkent State Transport University, Tashkent, UzbekistanT. Yu. RajabovTashkent State Transport University, Tashkent, UzbekistanSh. Sh. ShojalilovTashkent State Transport University, Tashkent, UzbekistanA. T. ErgashevTashkent State Transport University, Tashkent, UzbekistanIlkham MirzaolimovTashkent State Transport University, Tashkent, Uzbekistan

AIP conference proceedingsjournal2022en

ABI

Annotatsiya

Probabilistic-statistical models are widely and effectively used for qualitative and quantitative assessment and prediction of physical and mechanical properties of various types of concrete. The obtained models of the properties of expanded clay concrete have a high degree of reliability, which allows us to speak about their sufficient adequacy to the main parameters of real ones; deformation curves. Variations of factors are determined by the area of workable concrete and the range of strength properties of cement and expanded clay used to obtain structural expanded clay concrete of a dense structure.

Mavzular

Geotechnical Engineering and Underground Structures Grouting, Rheology, and Soil Mechanics Geotechnical Engineering and Analysis

Identifikatorlar

DOI: 10.1063/5.0120127

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