Том 9 №5

Архив журнала Строительные материалы и изделия Том 9 №5

Coarse-grained soils compaction at the experimental site during the safe construction of the earthen dam

https://doi.org/10.58224/2618-7183-2026-9-5-1
Аннотация
Achieving a high degree of compaction in coarse-grained soils is a critical requirement for ensuring the stability, safety, and long-term performance of earth dams. This study presents the results of comprehensive laboratory and field investigations aimed at identifying the optimal technological parameters for compaction of coarse-grained soils used in hydraulic embankment construction. The influence of grain-size distribution, fine fraction content, and compacted layer thickness on the achieved dry density was systematically investigated. Laboratory experiments were performed using the standard Soyuzdornii compaction apparatus and a vibration compaction device with a cylindrical mold of 300 mm in diameter. Field investigations were conducted at an experimental test site using a 27-ton SANY vibratory roller with compacted layer thicknesses of 50, 70, and 80 cm. The experimental results demonstrated that the highest dry density was achieved for a compacted layer thickness of 50 cm, whereas increasing the layer thickness reduced compaction efficiency due to the limited transmission of vibratory energy throughout the embankment. Furthermore, the proposed grain-size modelling approach was validated by comparing laboratory and field test results, confirming its applicability for reproducing the mechanical behaviour of natural coarse-grained soils under controlled laboratory conditions. The findings provide practical recommendations for selecting rational compaction parameters and can be applied in the design and construction of earth-filled hydraulic structures to improve embankment quality, structural reliability, and long-term operational performance.
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Structure formation of a polychelate composite based on waste mining for hydro- and thermal insulation of tailings in the cryolithozone

https://doi.org/10.58224/2618-7183-2026-9-5-3
Аннотация
This paper presents a scientifically substantiated and experimentally validated study of the structure formation patterns of a polychelate composite based on a polymer matrix and enrichment waste used as a filler. It was established that cyclic cryogenic exposure ensures the formation of a heterogeneous, highly filled system with developed interphase zones. Using powder X-ray diffraction, basal reflections of layered hydrosilicates (muscovite-2M1 and kaolinite-2M) were recorded against a pronounced amorphous halo of the polymer matrix, demonstrating the chemisorption process without disrupting the crystalline structure of the filler. The observed polymorphic transformation of feldspars, with the transition of sanidine and microcline to orthoclase, indicates deep relaxation of internal microstresses in defective near-surface layers at the phase boundary. This process occurs due to the formation of coordination bonds between the functional groups of the matrix and the metal cations of the filler, which is confirmed by the high-frequency shift of the stretching vibrations of carboxylate anions in the infrared spectrum. The method of computed X-ray microtomography revealed the formation of a continuous spatial framework, the dominance of pores with sizes of 15-45 μm and the presence of a large number of isolated micropores with an average size of 13 μm. The spatial organomineral structure formed during cryogenic treatment is characterized by a low thermal conductivity coefficient (0.18 W/(m⋅K)) and the maximum water resistance grade (W20). The method of biotesting on test objects of two trophic levels proved the environmental safety of the developed material: the mortality rates of Daphnia magna Straus were 3.8–7.0%, deviations in the number of Chlorella vulgaris Beijer cells were 1.6-17.4%. The high efficiency of chemisorption immobilization of toxic components in the composite structure eliminates the risks of their desorption and leaching, which allows it to be recommended for reliable hydro- and thermal insulation of tailings storage facilities in cryolithozone conditions.
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Experimental determination of heat losses through cracks in building walls

https://doi.org/10.58224/2618-7183-2026-9-5-5
Аннотация
This study investigates how a repaired crack affects heat losses through a building envelope. An experimental setup was designed and assembled to test wall specimens containing a crack repaired by injection grout. A calculation procedure was developed to determine the specific heat loss through the repaired crack under the conditions of the proposed experimental apparatus. The experimental data were statistically processed using the Shapiro-Wilk test to assess normality. Differences in the specific heat loss before and after crack formation were evaluated with the paired Student's t-test. Statistical significance was accepted at p < 0.05. All statistical analyses were carried out in IBM SPSS Statistics. Tests were carried out on foam-concrete, clay brick, and reinforced concrete specimens. Ten speci-mens were prepared for each material under investigation. During the first stage, intact specimens without cracks were tested. Afterwards, an artificial crack was introduced into each specimen, repaired by injection grouting, and the specimens were tested again under identical conditions. The measured results showed a statistically significant increase in heat loss after crack repair. On average, the specific heat loss increased by 12.1%. The experimental findings were compared with numerical simulations. The temperature field around the repaired crack was calculated by solving the two-dimensional steady-state heat conduction equation. Robin (third-kind) boundary conditions were assigned to the external surfaces exposed to air, Neumann (second-kind) boundary conditions were specified at the truncated boundaries of the computational domain, and fourth-kind boundary conditions were applied at material interfaces. Numerical simulations were performed in ANSYS Workbench 2024. The difference between the numerical predictions and the experimental measurements did not exceed 2.1% for foam concrete, 3.8% for clay brick, and 2.4% for reinforced concrete. The results demonstrate that even after repair, wall cracks noticeably affect the thermal performance of building envelopes. The proposed mathematical model can therefore be used for numerical assessment of heat transfer in walls containing cracks repaired with injection grout.
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Passportization and digitalization as a tool for preserving endangered cultural heritage (using the example of the Arsk barracks and the Alexander Nevsky сhurch in the village of Bol’shiye Memi)

https://doi.org/10.58224/2618-7183-2026-9-5-9
Аннотация
Architectural heritage is the material memory of humanity, recording the history, culture and identity of eras. Today, thousands of unique architectural monuments around the world are threatened with extinction due to wars, climate change, urbanization, and lack of funding for restoration. In circumstances where the physical preservation of a building is impossible or delayed, the complete recording of data about the object through photography, measurements, and 3D-scanning becomes a critical task. This article presents research materials on two historical sites (the Arsk Barracks Complex in Kazan, the Church of St. Alexander Nevsky, and the village of Bol'shiye Memi), which were under threat of complete disappearance and the only chance of preserving them was to record them and subsequently passportization.
For the first site of the former military town of Arsk Barracks a comprehensive analysis of the large-scale urban development project for the comprehensive reconstruction of the territory, implemented between 2019 and 2025, is presented. The above-mentioned facility is located in the Sovietsky district of Kazan and is bounded by key city thoroughfares – Nikolay Ershov, Patrice Lumumby, and Iskra streets. The transformation of this vast area from a closed, restricted-access facility into the modern, multifunctional residential complex «Art-City» is viewed not simply as a construction process, but as a complex socio-urban development phenomenon, where what were once suburban military barracks first found themselves within the urban structure, and later were absorbed by that structure. Only the timely preservation of these structures has allowed their appearance to be preserved to this day.
For the second site, the Church of St. Alexander Nevsky in the village of Bol'shiye Memi, a comprehensive study of the building is presented, with documentation of various periods of its existence, as well as a preliminary reconstruction project. The mentioned object is located in the Republic of Tatarstan, № 1, Molodezhnaya street, Bolshiye Memi village, Verkhneuslonsky municipal district. The church was built in 1892 in the eclectic style according to a prescribed project, which was later used to build several similar churches in the Kazan Governorate. At the time of the site inspection, the building was in an extremely dilapidated condition; part of the church had collapsed, and the remaining structures were in a pre-stressed state. All the structural elements were measured and recorded at the site, and two years later, after the site was inspected, the building finally collapsed. The surviving research materials allowed for a high-quality restoration project to be completed.
The relevance of the study is due to the growing interest in preserving the heritage of Tatarstan. The work provides a detailed analysis of the chronology and sequence of management decisions, investment agreements, and urban development approvals that formed the basis of the passportization projects. The relevance of the certification and prompt recording of deteriorating cultural heritage sites (CHS) is very high and important due to the irreversible nature of the loss of historical data and material culture objects. Timely registration and monitoring serve as the only legal and practical foundation for saving the monuments.
The main goal of this study is to develop conservation processes for endangered cultural heritage sites. This goal’s relevance is underscored by the importance of listing a monument in official registers to obtain state-protected status. Key objectives of the study include: capturing an accurate «cast» of the site at the current time to track the rate of its deterioration; compiling historical, architectural, and archival data into a single standardized document; performing precise measurements and drawings for future work on the possible reconstruction of the site; determining the scale of destruction to calculate the cost of emergency and/or restoration work; creating a transparent database for potential patrons, investors, or government programs; using the recorded data as evidence when holding owners accountable for improper maintenance; and developing new design solutions for the site, taking into account the site's history.
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Transformation of the architectural and structural paradigm in the integration of renewable energy sources in high-rise construction

https://doi.org/10.58224/2618-7183-2026-9-5-10
Аннотация
The article examines the evolutionary transition in the design of modern buildings and structures driven by the integration of renewable energy sources (RES). It analyzes the paradigm shift from static, additive placement of energy equipment to systematic design with adaptive RES. The study investigates modern classes of energy systems: mobile photovoltaic complexes, reconfigurable BIPV facades, adaptive wind turbines, as well as autonomous robotic and aerostatic platforms as a promising direction. The principles of architectural shaping, structural solutions, and material requirements for unique and high rise buildings acting as adaptive platforms are described. Based on an analysis of more than 70 implemented projects and concepts worldwide, including facilities in China, Europe, the USA, and the Middle East, it is concluded that a new architectural and structural philosophy is emerging, in which the building becomes an active, «living» organism, and its structural scheme becomes a programmable skeleton for future energy technologies. The author proposes a classification of RES integration types and formulates recommendations for the design of new generation structural systems.
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