Prediction of characteristics of soil-concrete massifs created by injection of extremely finedispersed binders (microcements)

Author:

Alekseev V. A.1,Bazhenova S. I.1,Monakhina A. A.1

Affiliation:

1. National Research University Moscow State University of Civil Engineering

Abstract

The urgency of the problem associated with the use of injection erection technology of soil cementation in various engineering and geological conditions is substantiated. Due to the peculiarities of cementation technologies under various modes of injection impregnation and the possibility of applying certain technical injection parameters for different types of soils, it is possible to improve various deformation characteristics of the soil mass when implementing the technology. Some results of the analysis of the work of injection cementation of soils in dispersed soils are presented and general patterns are established under which it is necessary to adjust the parameters of cementation. The theoretical prerequisites are considered in relation to experimental data, the effectiveness of the application of cementing technology in the injection impregnation mode is proved and the general applicability of the application of these cementing methods with an increase in the technical indicators of the fixed soils is established.

Publisher

Orel State University

Reference35 articles.

1. Butchibabu B., Khan P.K., Jha P. C. Foundation evaluation of underground metro rail station using geophysical and geotechnical investigations. Engineering Geology. 2019. Volume 248. Pp. 140-154. DOI: 10.1016/j.enggeo.2018.12.001.

2. Belyi J.A., Karapetov E., Efimenko Y. Structural Health and Geotechnical Monitoring During Transport Objects Construction and Maintenance (Saint-Petersburg Example). Procedia Engineering. 2017. Volume 189. Pp. 145-151. DOI: 10.1016/j.proeng.2017.05.024.

3. Nezhnikova E. The Use of Underground City Space for the Construction of Civil Residential Buildings. Procedia Engineering. 2016. Volume 165. Pp. 1300-1304. DOI: 10.1016/j.proeng.2016.11.854.

4. Volkov M.A., Petlenko S.A., Volkova D.O., Bazhenova I.S. Sravnitel'niy analiz sostavov, primenyaemih dlya usileniya osnovaniy i fundamentov pri rekonstukcii [Comparative analysis of compounds used to strengthen the soils of foundations and foundations during reconstruction] Mezhdunarodnoy nauchno-technicheskoy konferencii Problemi I perspektivi v mezhdunrodnom transfere innovacionnih tehnologiy [Proceeding of the Problems and prospects in the international transfer of innovative technologies. collection of articles of the International Scientific and Practical Conference]. Ufa, 2021. Pp. 40-44.

5. Farfan J., Fasihi M., Breyer C. Trends in the global cement industry and opportunities for long-term sustainable CCU potential for Power-to-X. Journal of Cleaner Production. 2019. Volume 217. Pp. 821-835. DOI: 10.1016/j.jclepro.2019.01.226.

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