Paper Titles

Reinforcement of Ice Crossings with Geosynthetic Materials
p.118

High-Quality Cement-Mineral Suspensions Using Stone Crushing Waste
p.124

Studies of Heat Insulation Concrete
p.130

Experience of Using Self-Compacting Concrete Mixes in Transport Construction
p.135

Modified Composition for Fixing Sandy Soils
p.143

Experimental Investigation on Flexural Behavior of Cold Formed Beams with Lightweight Concrete
p.149

Fine-Grained Concrete with Nanodispersed Silica Additive
p.156

Improvement of Wood-Cement Composition Properties with Microsilica Additive
p.162

Effective Highly Dispersed Additive for Concretes on the Basis of Natural Mineral Raw Materials
p.168

HomeMaterials Science ForumMaterials Science Forum Vol. 992Modified Composition for Fixing Sandy Soils

Modified Composition for Fixing Sandy Soils

Article Preview

Abstract:

The possibility of using a modified composition based on slag Portland cement with the addition of stabilized finely dispersed slag in geotechnical construction and in landscape design is considered. The physical, mechanical and structural characteristics of samples hardening in normal conditions and under the influence of aggressive media were studied. It is established that the compressive and flexural strength of the modified samples is higher than that of the control sample. When hardening in normal conditions, on the first day, the flexural strength of modified specimens increased by 59%, at the grade age by 51%, compressive strength - 2.3 times and by 83%, respectively. When hardening in aggressive media, an increase in the strength of the modified specimens is also observed (flexural by 35–58%, compressive by 7–15%). This is explained by the fact that stabilized slag particles in a hardening system perform two functions: they are centers of directional crystallization for nucleation and growth of newgrowths, and full participants in the hydration process, binding calcium hydroxide to crystallohydrate compounds, thereby preventing the formation of ettringite when the concrete structure is exposed to aggressive media.

You might also be interested in these eBooks

FarEastCon - Materials and Construction II

Info:

Periodical:

Materials Science Forum (Volume 992)

Pages:

143-148

DOI:

https://doi.org/10.4028/www.scientific.net/MSF.992.143

Citation:

Cite this paper

Online since:

May 2020

Authors:

Irina V. Kozlova*, Alexey E. Bespalov, Olga V. Zemskova

Keywords:

Finely Dispersed Additive, Plasticizer, Retaining Wall, Slag Portland Cement, Slag Suspension, Terracing

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

© 2020 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] V.P. Gorbunova, A.R. Gil'manova, Landshaftnoe obustrojstvo uchastkov na sklonah i ih ukreplenie, Science Time. 1 (37) (2017) 119-125.

[2] K.T. Satkynaliev, S.N. Akylbekov, SH.B. Makenov, ZH.CH. Minkishiev, Ponyatiya i konstrukcii podpornyh stenok, Vestnik KGUSTA. 4 (58) (2017) 137-143.

[3] S.M. Vasil'ev, E.A. Akbasheva, Protivoopolznevye gibkie podpornye sooruzheniya i ocenka konstruktivnyh reshenij, Sovremennye problemy nauki i obrazovaniya. 1-1 (2015) 418-423.

[4] T.V. SHeina, E.A. Avdeeva, Gabionnye i armogruntovye konstrukcii, Gradostroitel'stvo i arhitektura. 7 (3 (28)) (2017) 50-56.

[5] W.G. Fu, The application of composite soil nailing wall in China, 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015: New Innovations and Sustainability. (2015) 2192-2195.

[6] Y. Taira, K. Furuichi, T. Ichinomiya, Study of earth retaining composite wall structure with perfobond shear connectors, fib Symposium PRAGUE 2011: Concrete Engineering for Excellence and Efficiency, Proceedings. 2 (2011) 1213-1216.

DOI: 10.2208/jsceja.66.547

[7] K. Furuichi, T. Ichinomiya, Y. Taira, H. Fujii, Study of earth retaining composite wall structure with perfobond strip, Doboku Gakkai Ronbunshuu A. 66 (3) (2010) 547-560.

DOI: 10.2208/jsceja.66.547

[8] M.A. Enaldieva, Innovacionnye tekhnologii zakrepleniya sklonov gornyh i predgornyh landshaftov, Nauchnyj zhurnal Rossijskogo NII problem melioracii. 1 (33) (2019) 109-118.

[9] L.F. Kazanskaya, Yu.I. Makarov, D.S. Grigor'ev, Prochnost' i stojkost' mnogokomponentnyh mineral'nyh vyazhushchih na osnove tekhnogennogo syr'ya, Izvestiya Peterburgskogo universiteta putej soobshcheniya. 1 (38) (2014) 75-81.

[10] G.S. Royak, I.V. Granovskaya, SHlakoportlandcement dlya predotvrashcheniya korrozii betona, Cement i ego primenenie. 3 (2011) 104-106.

[11] M.S. Garkavi, E.A. Troshkina, Vliyanie modificirovannyh lignosul'fonatov na tverdenie i dolgovechnost' betona na osnove shlakoportlandcemeta, Nauchnyj vestnik Voronezhskogo gosudarstvennogo arhitekturno-stroitel'nogo universiteta. Stroitel'stvo i arhitektura. 3 (11) (2008) 50-55.

[12] W. Lang, Z. Liping, T. Jian, Hydration Kinetics Model of Slag-blended Cement System, IOP Conference Series: Earth and Environmental Science, 242 (6) (2019) 062074.

DOI: 10.1088/1755-1315/242/6/062074

[13] A.N. Grishin, A.I. Panchenko, I.Ya. Kharchenko, M.I. Bazhenov, Finely dispersed composite binder for soil consolidation by the injection method, Vestnik MGSU. 12 (11) (2017) 1289-1298.

DOI: 10.22227/1997-0935.2017.11.1289-1298

[14] S.A. Krivchun, E.A. Krivchun, M.I. Bazhenov, V.A. Alekseev, A.I. Kharchenko, I.Ya. Kharchenko, Structure and properties of soil concrete masses based on nano-modified microcements, Housing construction. 9 (2016) 55-58.

[15] S. Samchenko, I Kozlova, O. Zemskova, D. Zamelin, A. Pepelyaeva, Complex Method of Stabilizing Slag Suspension, EMMFT-2018 2018: International Scientific Conference Energy Management of Municipal Facilities and Sustainable Energy Technologies EMMFT 2018. Advances in Intelligent Systems and Computing. 983 (2019) 817-827.

DOI: 10.1007/978-3-030-19868-8_80

[16] S. Samchenko, I Kozlova, O. Zemskova, T. Nikiporova., S.Kosarev, Method of Modifying Portland Slag Cement with Ultrafine Component, EMMFT-2018 2018: International Scientific Conference Energy Management of Municipal Facilities and Sustainable Energy Technologies EMMFT 2018. Advances in Intelligent Systems and Computing. 983 (2019) 807-816.

DOI: 10.1007/978-3-030-19868-8_79

[17] Yu. Bazhenov, I. Kozlova1, K. Nechaev, A. Kryuchkova, The use of finely ground slag in portland cement with mineral additives, E3S Web of Conferences. 91 (02044) (2019).

DOI: 10.1051/e3sconf/20199102044

[18] O.M. Smirnova, D.A. Potyomkin, Influence of ground granulated blast furnace slag properties on the superplasticizers effect, International Journal of Civil Engineering and Technology (IJCIET). 9 (7) (2018) 874–880.

[19] O.M. Smirnova, Rheologically active microfillers for precast concrete, International Journal of Civil Engineering and Technology. 8(9) ( 2018) 1724-1732.

[20] O. Smirnova, Concrete mixtures with high-workability for ballastless slab tracks, Journal of King Saud University-Engineering Sciences. 29(4) (2017) 381-387.

DOI: 10.1016/j.jksues.2017.06.004

[21] O.M. Smirnova, Obtaining the High-performance Concrete for Railway Sleepers in Russia, Procedia Engineering. 172 (2017) 1039-1043.

DOI: 10.1016/j.proeng.2017.02.158

[22] S.V. Samchenko, O.V. Zemskova, I.V. Kozlova, Ultradisperse slag suspensions aggregative and sedimentative stability, MATEC Web of Conferences. 106 (03017) (2017).

DOI: 10.1051/matecconf/201710603017

[23] S. Samchenko I. Kozlova, O. Zemskova, E. Baskakova, Influence of optimal conditions of ultrasonic dispersion on the stability of suspensions of finely ground slags, MATEC Web of Conferences. 265(01017) (2019). https://doi.org/10.1051/matecconf/201926501017.

DOI: 10.1051/matecconf/201926501017