Assessment of the importance of technological factors in the restoration of stone structures with cracks
DOI:
https://doi.org/10.32347/2707-501x.2025.56(1).208-218Keywords:
technological factors, ranking, repair, restoration, stone structures, factors, methods, injectionAbstract
The article ranks 10 technological factors that influence the restoration of stone structures with cracks. The following factors were used for analysis: geometric parameters of the crack: width, depth and length; type of construction material (solid brick, hollow brick, ceramic blocks); type of repair mortar (cement, polymer) taking into account fluidity, density, shrinkage, etc.; condition of the base and its preparation, including the condition of the masonry body and the integrity of the joint filling; order of injection (filling) of the crack from bottom to top or from top to bottom; injection (filling) of cracks depending on the method of packer installation (into the crack, at an angle into the crack, at an angle outside the crack); moisture content of the structure; time and pressure of injection of the repair solution; ambient and structure temperature at the time of repair and restoration work; height of the damage (crack), accessibility to it. At the first stage, experts assessed the importance of each factor based on the Saati scale. Then, using the scoring method, the weight of each factor was determined. Thus, it has been established that the least significant factors in the restoration of cracked stone structures are the moisture content of the structure, the time and pressure of the repair solution injection, the ambient and structural temperatures at the time of repair and restoration work, the height of the damage (crack), and its accessibility. Their combined weight on the technology of restoring stone structures is 20%. Next, to verify the results obtained in determining the weight of the factors remaining for analysis, a calculation of the vector of weight coefficients (priorities) was performed. As a result, the factors were ranked. Thus, the order of injection (filling) of the crack has a weight of 20.9%; the geometric parameters of the crack – 20.4%; the condition of the base and its preparation – 19.1%; the type of construction material (solid brick, hollow brick, ceramic blocks) – 14.6%; injection (filling) of cracks depending on the method of packer installation – 12.8%; the type of repair mortar (cement, polymer) – 12.1%.
References
Молодід О.С., Плохута Р.О., Молодід О.О., Бендерський С.О. Аналіз технологій ремонту тріщин кам’яних конструкцій. Шляхи підвищення ефективності будівництва. 2024. Вип 54 (1). С. 70–81. https://doi.org/10.32347/2707-501x.2024.54(1).70-81
Maheri M. R., Sherafati M. A. The effects of humidity and other environmental parameters on the shear strength of brick walls: evaluation of field test data. Materials and Structures. 2012. Vol. 45, no. 6. P. 941–956. URL: https://doi.org/10.1617/s11527-011-9809-7 (date of access: 19.11.2025)
Bompa D. V., Elghazouli A. Y. Compressive behaviour of fired-clay brick and lime mortar masonry components in dry and wet conditions. Materials and Structures. 2020. Vol. 53, no. 3. URL: https://doi.org/10.1617/s11527-020-01493-w (date of access: 19.11.2025)
Sathiparan N., Rumeshkumar U. Effect of moisture condition on mechanical behavior of low strength brick masonry. Journal of Building Engineering. 2018. Vol. 17. P. 23–31. URL: https://doi.org/10.1016/j.jobe.2018.01.015 (date of access: 19.11.2025)
Witzany J., Cejka T., Zigler R. The effect of moisture on significant mechanical characteristics of masonry. Engineering Structures and Technologies. 2010. Vol. 2, no. 3. P. 79–85. URL: https://doi.org/10.3846/skt.2010.11 (date of access: 19.11.2025)
ДСТУ Б В.2.7-7:2008. Будівельні матеріали. Вироби бетонні стінові дрібноштучні. Технічні умови (ЕN 771-3:2003, NEQ). На заміну ДСТУ Б В.2.7-7-94, зі скасуванням ГОСТ 6133-84 ; чинний від 2010-01-01. Вид. офіц. Київ : МінРегіонбуд України, 2009
S. Pal, A. Yadav, K. Saggu. Assessment of shear bond strength of triplets using different joint thicknesses and mortar types. Materials Research Proceedings. 2025. Vol. 49. P. 386-395. URL: https://doi.org/10.21741/9781644903438-39 (date of access: 19.11.2025)
Yadav A., Pal S. The impact of mortar thickness and strength on the brick masonry prism: An investigation. Materials Today: Proceedings. 2023. URL: https://doi.org/10.1016/j.matpr.2023.10.035 (date of access: 19.11.2025).
Islam, M. R., Hasnat, A., Ahsan, R., Alam, A. T. Strength Comparison of Unreinforced Masonry Wall Made of Different Types of Brick. Journal of Rehabilitation in Civil Engineering, 2023; Vol. 11(4). P. 159-179. doi: 10.22075/jrce.2023.28394.1711 (date of access: 19.11.2025).
Singh S. B., Munjal P. Bond strength and compressive stress-strain characteristics of brick masonry. Journal of Building Engineering. 2017. Vol. 9. P. 10–16. URL: https://doi.org/10.1016/j.jobe.2016.11.006 (date of access: 19.11.2025).
Ferretti F., Canestri M., Mazzotti C. Effect of temperature variations on the bond behavior of FRCM applied to masonry. Materials and Structures. 2022. Vol. 55, no. 6. URL: https://doi.org/10.1617/s11527-022-02002-x (date of access: 19.11.2025)
Effect of high temperature on textile reinforced Mortar-to-masonry bond / L. Estevan et al. Construction and Building Materials. 2023. Vol. 393. P. 132123. URL: https://doi.org/10.1016/j.conbuildmat.2023.132123 (date of access: 19.11.2025).
Pekmezci B. Y., Arabaci E., Ustundag C. Freeze-Thaw Durability of Lime Based FRCM Systems for Strengthening Historical Masonry. Key Engineering Materials. 2019. Vol. 817. P. 174–181. URL: https://doi.org/10.4028/www.scientific.net/kem.817.174 (date of access: 19.11.2025)
Купалова Г. Теорія економічного аналізу : навч. посіб. Київ : Знання, 2008. 639 с.
Горбенко І., Єсіна М. Методи, методика та результати порівняльного аналізу електронних підписів згідно ДСТУ ISO/IEC 14888-3:2014. Вісник Національного університету "Львівська політехніка". Серія: Автоматика, вимірювання та керування. 2016. № 852. С. 9–22. URL: https://ena.lpnu.ua/handle/ntb/36475 (дата звернення: 19.11.2025)
Downloads
Published
How to Cite
Issue
Section
License

This work is licensed under a Creative Commons Attribution 4.0 International License.
Authors who publish with this journal agree to the following terms:
- Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).