Contact strength of C-S-H cement phase

The object of the study was the cement phase C-S-H – X-ray amorphous calcium hydrosilicates, obtained by steaming at 80°C together limestone and silica at different molar ratios CaO/SiO2 = 0.5; 1.0; 1.5. The contact strength of the C-S-H phase with additions of portlandite, silica and alumina zols,...

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Main Authors: Ovcharenko Gennadiy, Ibe Ekaterina, Sandrasheva Aizhana, Viktorov Artem
Format: Article
Language:English
Published: EDP Sciences 2019-01-01
Series:E3S Web of Conferences
Online Access:https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/23/e3sconf_form2018_02031.pdf
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spelling doaj-075e3cc3274544bb9e564744062b56062021-02-02T08:26:37ZengEDP SciencesE3S Web of Conferences2267-12422019-01-01970203110.1051/e3sconf/20199702031e3sconf_form2018_02031Contact strength of C-S-H cement phaseOvcharenko Gennadiy0Ibe Ekaterina1Sandrasheva Aizhana2Viktorov Artem3Polzunov Altai State Technical University, Department of Building and technologiesKhakas Technical Institute, Siberian Federal University, Department of Building, transport and mechanical engineeringPolzunov Altai State Technical University, Department of Building and technologiesPolzunov Altai State Technical University, Department of Building and technologiesThe object of the study was the cement phase C-S-H – X-ray amorphous calcium hydrosilicates, obtained by steaming at 80°C together limestone and silica at different molar ratios CaO/SiO2 = 0.5; 1.0; 1.5. The contact strength of the C-S-H phase with additions of portlandite, silica and alumina zols, high-aluminate slag was estimated by hyper-pressing method with subsequent destruction. It was established that the contact strength of the cement phase increases in proportion to the specific pressing pressure, the age of samples and inversely the phase basicity reaching 12 MPa. It was evidenced that additives increase the contact strength of the C-S-H stone. The features of the phase formation during the hydration of calcium aluminates were considered. It was established that there is no negative effect of additional porosity on the strength of the stone, because the restructuring of calcium hydroaluminates takes place during hyper-pressing. The specific behavior of low-basic calcium aluminates in a mixture with the C-S-H phase was established in the case of using high-aluminate slag, which consists in additional formation Al(OH)3 gel during the hydration, that is provide an increase in the contact strength of the compositions.https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/23/e3sconf_form2018_02031.pdf
collection DOAJ
language English
format Article
sources DOAJ
author Ovcharenko Gennadiy
Ibe Ekaterina
Sandrasheva Aizhana
Viktorov Artem
spellingShingle Ovcharenko Gennadiy
Ibe Ekaterina
Sandrasheva Aizhana
Viktorov Artem
Contact strength of C-S-H cement phase
E3S Web of Conferences
author_facet Ovcharenko Gennadiy
Ibe Ekaterina
Sandrasheva Aizhana
Viktorov Artem
author_sort Ovcharenko Gennadiy
title Contact strength of C-S-H cement phase
title_short Contact strength of C-S-H cement phase
title_full Contact strength of C-S-H cement phase
title_fullStr Contact strength of C-S-H cement phase
title_full_unstemmed Contact strength of C-S-H cement phase
title_sort contact strength of c-s-h cement phase
publisher EDP Sciences
series E3S Web of Conferences
issn 2267-1242
publishDate 2019-01-01
description The object of the study was the cement phase C-S-H – X-ray amorphous calcium hydrosilicates, obtained by steaming at 80°C together limestone and silica at different molar ratios CaO/SiO2 = 0.5; 1.0; 1.5. The contact strength of the C-S-H phase with additions of portlandite, silica and alumina zols, high-aluminate slag was estimated by hyper-pressing method with subsequent destruction. It was established that the contact strength of the cement phase increases in proportion to the specific pressing pressure, the age of samples and inversely the phase basicity reaching 12 MPa. It was evidenced that additives increase the contact strength of the C-S-H stone. The features of the phase formation during the hydration of calcium aluminates were considered. It was established that there is no negative effect of additional porosity on the strength of the stone, because the restructuring of calcium hydroaluminates takes place during hyper-pressing. The specific behavior of low-basic calcium aluminates in a mixture with the C-S-H phase was established in the case of using high-aluminate slag, which consists in additional formation Al(OH)3 gel during the hydration, that is provide an increase in the contact strength of the compositions.
url https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/23/e3sconf_form2018_02031.pdf
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