Increasing the performances of low permeable cement composites

Author:

Lesovik Valery S.12,Fediuk Roman S.3ORCID

Affiliation:

1. Belgorod State Technological University named after V.G. Shukhov (BSTU named after V.G. Shukhov

2. Central Research and Design Institute of the Ministry of Construction and Housing and Communal Services of the Russian Federation

3. Far Eastern Federal University (FEFU)

Abstract

Introduction. The purpose of the article is to expand the range of compositions for special structures, which will allow them to be operated in extreme conditions. To achieve this goal, a number of tasks have been solved containing ways to improve the efficiency of composites, incl. low-permeability ones. Materials and methods. The research methodology includes a system of transdisciplinary approaches that evaluate the composite as a complex system, taking into account the provisions of geomimetics, such as the law of similarity, the law of affinity of structures, technogenic metasomatism, and micromechanics of composite media. Results. A wide range of cement concretes has been created for unique objects: low-permeability (for protective objects, reservoirs and hydraulic structures). The developed composites have the following performance characteristics (the results for the control sample are given in parentheses): water absorption by weight — 2.5 % (6.1 %), waterproof grade — W14 (W10), air permeability — 0.0253 cm3/s (0.0565 cm3/s), vapor permeability — 0.0021 mg/(m-h-Pa) (0.0030 mg/(m-h-Pa)), effective diffusion coefficient — 1.34 · 10–4 cm2/s (1.56 · 10–4 cm2/s). Conclusions. The similarity in the work of the components of different composite binders, incl. During the two-stage hydration of clinker minerals, in particular, in the first phase, the formation of low-density compounds of different phases occurs, and in the second phase, the binding of calcium hydroxide to low-basic crystalline hydrates occurs. The increase in the activity of the composite binder is due to the synergistic effect of a number of reasons: amorphous silica-containing components bind Ca(OH)2, released during the hydration of clinker minerals, in the second generation CSH(I); limestone particles clog the pores, compacting the structure; and fly ash microspheres are centers of crystallization of new growths.

Publisher

Moscow State University of Civil Engineering

Cited by 4 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. EFFICIENCY OF SUPERPLASTICIZERS IN FINE-GRAINED CONCRETE WITH ASH AND SLAG MIXTURE;Bulletin of Belgorod State Technological University named after. V. G. Shukhov;2024-05-22

2. COMPOSITE BINDER USING ALUMINUM SILICATE FILLERS AND ORGANIC ADDITIVES OF BIOLOGICAL ORIGIN;Bulletin of Belgorod State Technological University named after. V. G. Shukhov;2024-03-26

3. Influence of anthropogenic waste of different genesis on properties of fine-grained concrete;The Russian Automobile and Highway Industry Journal;2023-07-18

4. Industrial waste products based concrete: environmental impact assessment;Russian journal of transport engineering;2022-06

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