Hostname: page-component-8448b6f56d-tj2md Total loading time: 0 Render date: 2024-04-24T20:46:29.639Z Has data issue: false hasContentIssue false

The Efficiency of SiO2 Based Materials in Granulated Artificial Aggregates

Published online by Cambridge University Press:  30 July 2014

Yulia Ogurtsova
Affiliation:
The Belgorod State Technological University named after V.G. Shoukhov, Belgorod, Russia
Valeria Strokova
Affiliation:
The Belgorod State Technological University named after V.G. Shoukhov, Belgorod, Russia
Igor Zhernovsky
Affiliation:
The Belgorod State Technological University named after V.G. Shoukhov, Belgorod, Russia
Marina Kozhukhova
Affiliation:
The Belgorod State Technological University named after V.G. Shoukhov, Belgorod, Russia Department of Civil Engineering and Mechanics, University of Wisconsin-Milwaukee, Milwaukee, USA
Konstantin Sobolev
Affiliation:
Department of Civil Engineering and Mechanics, University of Wisconsin-Milwaukee, Milwaukee, USA
Get access

Abstract

This paper reports on the development of a new type of low cost artificial aggregates based on granulated reactive silica (AAGS) for application in lightweight concrete. The functional principle of AAGS is based on the formation of polysilicate solutions under heat treatment (up to 80 °C) and migration of these solutions into the porous space of concrete under the thermal gradients, resulting in strengthening of inter-porous space. Developed AAGSs are based on low cost local raw materials, which may contain different amounts of amorphous silica. The activity coefficient (AC) and amorphous silica content are used to evaluate the performance of raw materials by suggested accelerated method.

Silica components with different genesis are investigated and ranked according to their AC. It is found out that chemogenic and biogenic siliceous rocks with a low degree of diagenetic transformations, which are mostly represented by CT-opals (a low-temperature nanoscale modification of tridymite and crystobalite, such as diatomite, tripoli and opoka) are the most highly active raw materials for AAGS. All tested siliceous materials including natural and artificial components are divided into three groups: highly active (with AC of 51–100%), active (with AC of 21–50 %) and low-active (with AC of 5–20 %). Based on theoretical and experimental studies, the requirements for AAGS raw materials are developed.

Type
Articles
Copyright
Copyright © Materials Research Society 2014 

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

REFERENCES

Yeginobali, A., Sobolev, K., Soboleva, S. and Tokyay, M., High-Strength Natural Lightweight Aggregate Concrete with Silica Fume, (Sixth CANMET/ACI International Conference on Fly Ash, Silica Fume, Slag and Natural Pozzolans in Concrete, SP178–38, 739–758. Bangkok, Thailand, 1998).Google Scholar
Sakamoto, J., Takaki, Y., Takeichi, Y, and Enomoto, S., Study on the Properties of Lightweight Aggregate Concrete Consisting of High-Performance Lightweight Aggregate, ACI Special Publication SP217-29 217, 437 (2003).Google Scholar
Uygunoģlu, T. and Topçu, I.B., Mag. Concrete Res. 63, 1 (2011).CrossRefGoogle Scholar
Strokova, V.V., Solovieva, L.N., Maksakov, A.V., Ogurtsova, Y.N., Constr. Mater. 9, 64 (2011), in Russian.Google Scholar
Strokova, V.V., Zhernovsky, I.V., Maksakov, A.V., Solovieva, L.N., Ogurtsova, Y.N., Constr. Mater. 1, 38 (2013), in Russian.Google Scholar
Ma, H.-L., Cui, C., Sun, Z.-A., Nanjing Li Gong Daxue Xuebao: Journal of Nanjing University of Science and Technology 36, (1), 165170 (2012).Google Scholar
Lesovik, V.S., Mospan, A.V., Belentsov, Yu.A., Bulletin of the Belgorod State Technological University named after V.G. Shoukhov 4, 62 (2012), in Russian.Google Scholar