Pub Date : 2023-12-29DOI: 10.31649/2311-1429-2023-2-75-88
Irina V. Mayevska, Mykola M. Popovich, Lilia A. Horodnyk
In this work, the results of physical modeling of the strengthening of the foundation of shallow laying by transplanting on piles on small-scale models are analyzed. The redistribution of the load between the elements of the strip foundation reinforced with ready-made (precast) piles of shallow laying was studied. The operation of the existing strip foundation, its reinforcement with piles, the formation of the grid of the newly created pile foundation was simulated, while the relative length of the piles and their step along the row, the nature of the placement of the reinforcement piles (removable or arranged through the body of the foundation), and the density of the sand base were varied. The operation of models of single piles of different lengths and grid without piles as a foundation for shallow laying was also investigated. The nature of inclusion in the work of piles and the newly created grid is determined. The dependences of the load-bearing capacity of the elements of the pile foundation, the degree of realization of this load-bearing capacity when working together in the soil environment, and the relative length and pitch of the piles, and the density of the base soil are given. The specific values of the load-bearing capacity of the reinforcement piles per unit of spent material are determined. The obtained results were analyzed regarding the difference between the inclusion of short and long piles in the work of reinforcement with a comparison of all options.
{"title":"FEATURES OF THE WORK OF SHORT PILES IN THE REINFORCEMENT OF SHALLOW FOUNDATIONS ACCORDING TO THE RESULTS OF PHYSICAL MODELING","authors":"Irina V. Mayevska, Mykola M. Popovich, Lilia A. Horodnyk","doi":"10.31649/2311-1429-2023-2-75-88","DOIUrl":"https://doi.org/10.31649/2311-1429-2023-2-75-88","url":null,"abstract":"In this work, the results of physical modeling of the strengthening of the foundation of shallow laying by transplanting on piles on small-scale models are analyzed. The redistribution of the load between the elements of the strip foundation reinforced with ready-made (precast) piles of shallow laying was studied. The operation of the existing strip foundation, its reinforcement with piles, the formation of the grid of the newly created pile foundation was simulated, while the relative length of the piles and their step along the row, the nature of the placement of the reinforcement piles (removable or arranged through the body of the foundation), and the density of the sand base were varied. The operation of models of single piles of different lengths and grid without piles as a foundation for shallow laying was also investigated. The nature of inclusion in the work of piles and the newly created grid is determined. The dependences of the load-bearing capacity of the elements of the pile foundation, the degree of realization of this load-bearing capacity when working together in the soil environment, and the relative length and pitch of the piles, and the density of the base soil are given. The specific values of the load-bearing capacity of the reinforcement piles per unit of spent material are determined. The obtained results were analyzed regarding the difference between the inclusion of short and long piles in the work of reinforcement with a comparison of all options.","PeriodicalId":221366,"journal":{"name":"Modern technology, materials and design in construction","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2023-12-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139143739","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-12-29DOI: 10.31649/2311-1429-2023-2-130-136
S. Ryndiuk, Volodymyr Manko, O. Zachosa
This article explores the construction of houses underground and examines their applications in various historical and contemporary contexts. The impact of natural conditions on the choice of underground buildings, their energy efficiency and ability to provide comfortable living conditions was analyzed. With the development of technology and the rise of environmental problems, innovative approaches to construction, including underground cities and buildings that can solve the problems of overcrowding and pollution in large cities, have been considered. Examples of successful underground buildings around the world are given, including historic cities and modern underground house projects. Both positive and negative sides of underground houses are considered. Cost reduction, service life, optimization of spatial use and resistance to natural phenomena are identified as advantages. Disadvantages include psychological barriers, lack of daylight, and the possibility of problems with ventilation and thermal insulation. However, such houses can not only provide new living spaces, but also have a positive effect on the ecosystem and solve the current problems of modern cities.
{"title":"UNDERGROUND HOUSES - AN INNOVATIVE CONCEPT IN THE MODERN WORLD","authors":"S. Ryndiuk, Volodymyr Manko, O. Zachosa","doi":"10.31649/2311-1429-2023-2-130-136","DOIUrl":"https://doi.org/10.31649/2311-1429-2023-2-130-136","url":null,"abstract":"This article explores the construction of houses underground and examines their applications in various historical and contemporary contexts. The impact of natural conditions on the choice of underground buildings, their energy efficiency and ability to provide comfortable living conditions was analyzed. With the development of technology and the rise of environmental problems, innovative approaches to construction, including underground cities and buildings that can solve the problems of overcrowding and pollution in large cities, have been considered. Examples of successful underground buildings around the world are given, including historic cities and modern underground house projects. Both positive and negative sides of underground houses are considered. Cost reduction, service life, optimization of spatial use and resistance to natural phenomena are identified as advantages. Disadvantages include psychological barriers, lack of daylight, and the possibility of problems with ventilation and thermal insulation. However, such houses can not only provide new living spaces, but also have a positive effect on the ecosystem and solve the current problems of modern cities.","PeriodicalId":221366,"journal":{"name":"Modern technology, materials and design in construction","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2023-12-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139145766","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-12-29DOI: 10.31649/2311-1429-2023-2-190-196
J. LUCHKO, A. Horbachevska
In this work, based on the analysis and synthesis of scientific and technical sources, the problem of degradation of concrete and reinforced concrete structures of workshops at chemical industry plants is formulated and its relevance is noted. A number of works on the specified problem are analyzed, in particular, the results of technical diagnostics of many buildings and structures, both newly built and in long-term operation, are described. The need for periodic technical diagnostics is noted and the appropriate proposals are formulated to restore (strengthen) the load-bearing capacity of such structures. Based on the completed full-scale studies of reinforced concrete structures in long-term operation of workshops in chemical industry plants, the main factors that significantly affect the reduction of the load-bearing capacity of reinforced concrete structures in aggressive air conditions at chemical industry enterprises are summarized. In particular, the following reinforced concrete structures were examined: columns, beams, trusses, covering slabs and wall panels and other structures at the Caustic Soda and Chlorine Plant (KSiH) and other plants of V.O. "Chlorvinyl" in the city of Kalush, Ivano-Frankivsk region, which were installed in 1968-1973. The destruction of the paint coating due to the action of wet gases HCl and Cl2, the destruction of ribbed panels with a paint coating due to the action of dry chlorine in the calcium tetrachloride workshop, as well as the action of salt corrosion, and the destruction of pipeline supports due to the action of dry chlorine are noted. These destructions are presented in this paper and shown in fig. 1. They are concluded to the following: to mistakes made during design; to defects and shortcomings in construction; to shortcomings in the operation of concrete and reinforced concrete structures, in aggressive environments. Recommendations for protecting reinforced concrete structures in accordance with the aggressive environments, which they are operated in, are given.
{"title":"DEGRADATION OF REINFORCED CONCRETE WORKSHOP STRUCTURES AT CHEMICAL INDUSTRY FACTORIES","authors":"J. LUCHKO, A. Horbachevska","doi":"10.31649/2311-1429-2023-2-190-196","DOIUrl":"https://doi.org/10.31649/2311-1429-2023-2-190-196","url":null,"abstract":"In this work, based on the analysis and synthesis of scientific and technical sources, the problem of degradation of concrete and reinforced concrete structures of workshops at chemical industry plants is formulated and its relevance is noted. A number of works on the specified problem are analyzed, in particular, the results of technical diagnostics of many buildings and structures, both newly built and in long-term operation, are described. The need for periodic technical diagnostics is noted and the appropriate proposals are formulated to restore (strengthen) the load-bearing capacity of such structures. Based on the completed full-scale studies of reinforced concrete structures in long-term operation of workshops in chemical industry plants, the main factors that significantly affect the reduction of the load-bearing capacity of reinforced concrete structures in aggressive air conditions at chemical industry enterprises are summarized. In particular, the following reinforced concrete structures were examined: columns, beams, trusses, covering slabs and wall panels and other structures at the Caustic Soda and Chlorine Plant (KSiH) and other plants of V.O. \"Chlorvinyl\" in the city of Kalush, Ivano-Frankivsk region, which were installed in 1968-1973. The destruction of the paint coating due to the action of wet gases HCl and Cl2, the destruction of ribbed panels with a paint coating due to the action of dry chlorine in the calcium tetrachloride workshop, as well as the action of salt corrosion, and the destruction of pipeline supports due to the action of dry chlorine are noted. These destructions are presented in this paper and shown in fig. 1. They are concluded to the following: to mistakes made during design; to defects and shortcomings in construction; to shortcomings in the operation of concrete and reinforced concrete structures, in aggressive environments. Recommendations for protecting reinforced concrete structures in accordance with the aggressive environments, which they are operated in, are given.","PeriodicalId":221366,"journal":{"name":"Modern technology, materials and design in construction","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2023-12-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139143003","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-12-29DOI: 10.31649/2311-1429-2023-2-35-41
V. Doroshenko, Olexander Yanchenko
A brief overview of modern additive manufacturing equipment, 3D technologies and leading companies in this field is provided. Such production for the modeling and optimization of casting structures and the production of metal products corresponds to the concept of Industry 4.0, aimed at obtaining competitive products quickly, conveniently, variably, with minimal personnel and the desire to exclude the subject from the technological cycle of production, close to the requirements of the consumer, including industrial and construction hardware. 3D technology, which includes the optimization of structures by digital methods, is an effective means of reducing the cost and weight of metal structures, reducing metal consumption. At the current transition stage to mass additive production, there is a need for a gradual combination of digital and traditional technologies in the process of industrial development on an innovative basis, which is an effective mechanism for overcoming the crisis phenomena of the war and post-war periods. In this regard, the use of 3D technology for obtaining cast metal structures, in particular those made by casting according to gasifying models, has significant opportunities. There are three examples of the application of 3D technology for printing metal structures, in the process of manufacturing lightweight openwork castings, which includes printing a foundry sand mold, and during 3D milling of a one-time foundry pattern from polystyrene foam. As one of the key drivers of Industry 4.0, 3D technologies, according to experts, are capable of standing on a par with traditional technologies, and in the near future, replacing at least half of the existing machine park and procurement equipment. There is a lot of talk about what is holding back the active use of 3D printers by enterprises, but the most common limitation is the unwillingness of the enterprises themselves to rethink, engineer their production, put it on the rails of digital technologies; certainly, it is difficult, but necessary to maintain their competitiveness.
本文简要介绍了现代快速成型制造设备、三维技术和该领域的领先企业。这种用于铸造结构建模和优化以及金属产品生产的生产符合工业 4.0 的概念，旨在以最少的人员快速、方便、多变地获得有竞争力的产品，并希望将主体排除在生产技术周期之外，贴近消费者的要求，包括工业和建筑硬件。三维技术包括通过数字化方法优化结构，是降低金属结构成本和重量、减少金属消耗的有效手段。在当前向大规模添加剂生产过渡的阶段，需要在创新的基础上，在工业发展过程中逐步将数字技术与传统技术相结合，这是克服战争时期和战后危机现象的有效机制。在这方面，利用三维技术获得铸造金属结构，特别是根据气化模型进行铸造的金属结构，具有重大机遇。应用三维技术打印金属结构的例子有三个，一个是在制造轻质镂空铸件的过程中，包括打印铸造砂模，另一个是在用聚苯乙烯泡沫塑料进行一次性铸造模型的三维铣削过程中。专家认为，作为工业 4.0 的主要推动力之一，三维技术能够与传统技术相媲美，并在不久的将来取代至少一半的现有机器园区和采购设备。关于阻碍企业积极使用 3D 打印机的原因有很多说法，但最常见的限制因素是企业本身不愿重新思考和设计其生产，将其置于数字技术的轨道上；当然，这很困难，但却是保持其竞争力所必需的。
{"title":"PREREQUISITES FOR THE IMPLEMENTATION OF 3D TECHNOLOGY FOR THE MANUFACTURE OF METAL PRODUCTS AND EXAMPLES OF ITS APPLICATION","authors":"V. Doroshenko, Olexander Yanchenko","doi":"10.31649/2311-1429-2023-2-35-41","DOIUrl":"https://doi.org/10.31649/2311-1429-2023-2-35-41","url":null,"abstract":"A brief overview of modern additive manufacturing equipment, 3D technologies and leading companies in this field is provided. Such production for the modeling and optimization of casting structures and the production of metal products corresponds to the concept of Industry 4.0, aimed at obtaining competitive products quickly, conveniently, variably, with minimal personnel and the desire to exclude the subject from the technological cycle of production, close to the requirements of the consumer, including industrial and construction hardware. 3D technology, which includes the optimization of structures by digital methods, is an effective means of reducing the cost and weight of metal structures, reducing metal consumption. At the current transition stage to mass additive production, there is a need for a gradual combination of digital and traditional technologies in the process of industrial development on an innovative basis, which is an effective mechanism for overcoming the crisis phenomena of the war and post-war periods. In this regard, the use of 3D technology for obtaining cast metal structures, in particular those made by casting according to gasifying models, has significant opportunities. There are three examples of the application of 3D technology for printing metal structures, in the process of manufacturing lightweight openwork castings, which includes printing a foundry sand mold, and during 3D milling of a one-time foundry pattern from polystyrene foam. As one of the key drivers of Industry 4.0, 3D technologies, according to experts, are capable of standing on a par with traditional technologies, and in the near future, replacing at least half of the existing machine park and procurement equipment. There is a lot of talk about what is holding back the active use of 3D printers by enterprises, but the most common limitation is the unwillingness of the enterprises themselves to rethink, engineer their production, put it on the rails of digital technologies; certainly, it is difficult, but necessary to maintain their competitiveness.","PeriodicalId":221366,"journal":{"name":"Modern technology, materials and design in construction","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2023-12-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139142576","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-12-29DOI: 10.31649/2311-1429-2023-2-177-184
Vasyl Serdyuk
The socio-economic development of a country and its integration into the global community largely depend on the level of road maintenance. The issue of road maintenance has become especially relevant and important during the period of martial law, since, for obvious reasons, roads are critical infrastructure facilities. Of course, the treatment of such facilities should be appropriate to their purpose. All of this requires research, assessment of the effects of the war on the condition of roads due to their destruction, and development of measures to improve the state of road construction. An important role is assigned to the resource base of road construction - first of all, the availability of bitumen and mineral fillers. The length of public roads in Ukraine is analyzed in comparison with the leading countries of the world. Positive trends in the market of road construction and repair related to the reform of the road sector are identified. The quality of roads and their saturation in comparison with other countries of the world is assessed. The problematic issues of domestic production and imports of bitumen are investigated. The article shows Ukraine's import dependence and lack of organic binder, as well as the practical absence of concrete road construction. The author analyzes the development and improvement of the regulatory framework for the design and construction of roads. Prospects for the implementation of the public-private partnership mechanism are shown, taking into account international experience The necessity of implementing the public-private partnership mechanism, in particular, through the concession mechanism, is substantiated. The regulatory framework needs to be updated to meet EU requirements and implement international standards. The implementation of these measures will help to increase the level of validity of operational and strategic management decisions to ensure the effective functioning and development of Ukrainian road sector enterprises.
{"title":"POST-WAR RECOVERY AND GROWTH IN ROAD CONSTRUCTION","authors":"Vasyl Serdyuk","doi":"10.31649/2311-1429-2023-2-177-184","DOIUrl":"https://doi.org/10.31649/2311-1429-2023-2-177-184","url":null,"abstract":"The socio-economic development of a country and its integration into the global community largely depend on the level of road maintenance. The issue of road maintenance has become especially relevant and important during the period of martial law, since, for obvious reasons, roads are critical infrastructure facilities. Of course, the treatment of such facilities should be appropriate to their purpose. All of this requires research, assessment of the effects of the war on the condition of roads due to their destruction, and development of measures to improve the state of road construction. An important role is assigned to the resource base of road construction - first of all, the availability of bitumen and mineral fillers. The length of public roads in Ukraine is analyzed in comparison with the leading countries of the world. Positive trends in the market of road construction and repair related to the reform of the road sector are identified. The quality of roads and their saturation in comparison with other countries of the world is assessed. The problematic issues of domestic production and imports of bitumen are investigated. The article shows Ukraine's import dependence and lack of organic binder, as well as the practical absence of concrete road construction. The author analyzes the development and improvement of the regulatory framework for the design and construction of roads. Prospects for the implementation of the public-private partnership mechanism are shown, taking into account international experience The necessity of implementing the public-private partnership mechanism, in particular, through the concession mechanism, is substantiated. The regulatory framework needs to be updated to meet EU requirements and implement international standards. The implementation of these measures will help to increase the level of validity of operational and strategic management decisions to ensure the effective functioning and development of Ukrainian road sector enterprises.","PeriodicalId":221366,"journal":{"name":"Modern technology, materials and design in construction","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2023-12-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139143494","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-12-29DOI: 10.31649/2311-1429-2023-2-137-144
Alona Subin-Kozhevnikova, Oksana Khorosha, Irina Sliusar, Maria Kovalchuk
This article deals with topical issues in the field of urban planning related to the design and placement of hotel complexes in modern conditions. Key aspects are considered, such as the choice of the optimal place for a hotel object, interaction with the urban environment and architectural solutions aimed at creating a comfortable and aesthetic space. The article analyzes the current trends in the hotel industry and their impact on urban planning decisions. The experience of design, construction and operation of hotel complexes with the identification of factors affecting their placement and formation in the context of sustainable development of cities is summarized. The principles of optimal use of urban space for accommodation of hotel buildings are formed, taking into account the demand for tourist services and providing maximum convenience for residents and visitors. The interconnections and composition of the functional elements of the hotel complex were clarified, the basic environmentally expedient principles of accommodation, the decisions of the master plan and the volume-planning solutions of hotel complexes were determined.
{"title":"URBAN PLANNING PRINCIPLES OF LOCATION OF MODERN HOTEL COMPLEXES","authors":"Alona Subin-Kozhevnikova, Oksana Khorosha, Irina Sliusar, Maria Kovalchuk","doi":"10.31649/2311-1429-2023-2-137-144","DOIUrl":"https://doi.org/10.31649/2311-1429-2023-2-137-144","url":null,"abstract":"This article deals with topical issues in the field of urban planning related to the design and placement of hotel complexes in modern conditions. Key aspects are considered, such as the choice of the optimal place for a hotel object, interaction with the urban environment and architectural solutions aimed at creating a comfortable and aesthetic space. The article analyzes the current trends in the hotel industry and their impact on urban planning decisions. The experience of design, construction and operation of hotel complexes with the identification of factors affecting their placement and formation in the context of sustainable development of cities is summarized. The principles of optimal use of urban space for accommodation of hotel buildings are formed, taking into account the demand for tourist services and providing maximum convenience for residents and visitors. The interconnections and composition of the functional elements of the hotel complex were clarified, the basic environmentally expedient principles of accommodation, the decisions of the master plan and the volume-planning solutions of hotel complexes were determined.","PeriodicalId":221366,"journal":{"name":"Modern technology, materials and design in construction","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2023-12-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139147208","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-12-29DOI: 10.31649/2311-1429-2023-2-109-113
Igor Dydar, L.Yu. Kucherenko
The parameters and structure of the territorial organization of Ukraine are undergoing changes caused by the war. New prerequisites for the territorial and spatial organization of the regions of Ukraine are being formed. The research aims to develop a methodological approach to the systematization of the type of region. The formation of regions is determined by a complex of physical - geographical, socio-economic, military - political, cultural and religious features and characteristics. There are well-known examples of a sharp and radical breakdown of the military-political situation and the slow civilizational and evolutionary formation of new regional entities. At this stage, the tasks of urban planning analysis of trends and tendencies of changes in the regional structure appear. The prerequisites for changes in the territorial spatial organization of the war-torn regions of Ukraine are analyzed. The main parameters of the formation of the region are determined in the process of systematization of typological features. The main factors and regularities of regional development, trends in changing the form and function of the object of study, the forecast of changes in the structure of the region are carried out using systemic analysis. An analysis of the main features/imperatives forming the "basis" of regionalism has been carried out. The features and properties of the territorial system of the corresponding typology are determined by the function, autonomy of the territorial system construction, and the stability of the system. It was determined that the extra-regional influence that forms the new region provides the task of state security, compliance with the function of the border, and the function of military-political limitation. The program strategy of its development should provide methodological prerequisites for the implementation of the main functions and tasks. The generalized systematization of the type of regions in modern conditions provides grounds for defining a region covering the territories of several regions, the borders of which determine the limits of a special regime. The defined border is the state border of Ukraine, the depth of the region is determined by the size of the special regime zone, the influence of the security factors of the demarcation line. Contours of the border region are determined at the level of decisions of central authorities.
{"title":"PREREQUISITES FOR CHANGES IN THE TERRITORIAL AND SPATIAL ORGANIZATION OF THE REGIONS OF UKRAINE","authors":"Igor Dydar, L.Yu. Kucherenko","doi":"10.31649/2311-1429-2023-2-109-113","DOIUrl":"https://doi.org/10.31649/2311-1429-2023-2-109-113","url":null,"abstract":"The parameters and structure of the territorial organization of Ukraine are undergoing changes caused by the war. New prerequisites for the territorial and spatial organization of the regions of Ukraine are being formed. The research aims to develop a methodological approach to the systematization of the type of region. The formation of regions is determined by a complex of physical - geographical, socio-economic, military - political, cultural and religious features and characteristics. There are well-known examples of a sharp and radical breakdown of the military-political situation and the slow civilizational and evolutionary formation of new regional entities. At this stage, the tasks of urban planning analysis of trends and tendencies of changes in the regional structure appear. The prerequisites for changes in the territorial spatial organization of the war-torn regions of Ukraine are analyzed. The main parameters of the formation of the region are determined in the process of systematization of typological features. The main factors and regularities of regional development, trends in changing the form and function of the object of study, the forecast of changes in the structure of the region are carried out using systemic analysis. An analysis of the main features/imperatives forming the \"basis\" of regionalism has been carried out. The features and properties of the territorial system of the corresponding typology are determined by the function, autonomy of the territorial system construction, and the stability of the system. It was determined that the extra-regional influence that forms the new region provides the task of state security, compliance with the function of the border, and the function of military-political limitation. The program strategy of its development should provide methodological prerequisites for the implementation of the main functions and tasks. The generalized systematization of the type of regions in modern conditions provides grounds for defining a region covering the territories of several regions, the borders of which determine the limits of a special regime. The defined border is the state border of Ukraine, the depth of the region is determined by the size of the special regime zone, the influence of the security factors of the demarcation line. Contours of the border region are determined at the level of decisions of central authorities.","PeriodicalId":221366,"journal":{"name":"Modern technology, materials and design in construction","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2023-12-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139144491","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-12-29DOI: 10.31649/2311-1429-2023-2-89-97
Natalia V. Blashchuk, I. Majewskа, Oleksandr YU. Shmundyak, Mykhailo V. Perebyinis
A comparative analysis of the results of the mathematical modeling of the strip pile foundation from driven and bored piles with one-row and two-row arrangement of piles with different longitudinal steps and different lengths in different types of soil was performed. It was established that the degree of implementation of the load-bearing capacity of piles and grids as part of a strip pile foundation depends not only on the relative length and pitch of the piles, but also on the method of their arrangement. Taking into account the actual operation of piles and grids as part of the pile foundation allows to increase the load-bearing capacity of the pile foundation as a whole and, accordingly, to save material and labor resources during construction work. Based on the results of the study, the difference in the operation of drilled and driven piles in the strip pile foundation was established. The load-bearing capacity of a low grid as part of a strip pile foundation on bored piles is 1.5-2 times greater than in pile foundations made of driven piles. The degree of implementation of the load-bearing capacity of the pile as part of the pile foundation is significantly greater for foundations made of drilled piles compared to foundations made of driven piles. For foundations made of driven piles, at step 3d - 6d, the piles in the strip do not fully realize their load-bearing capacity. Drill pile groups increase their load-bearing capacity by working in a group, even with a minimum pitch. Since pile foundations from drilled piles significantly increase their bearing capacity due to the joint work of their elements under load in comparison with pile foundations from driven piles, taking into account this joint work, pile foundations from drilled piles become competitive with similar foundations from driven piles.
在不同类型的土壤中，对打入桩和钻孔桩的条形桩地基数学模型结果进行了比较分析，条形桩采用单排和双排布置，桩的纵向间距和长度各不相同。 结果表明，作为条形桩基础一部分的桩和格栅的承载力实施程度不仅取决于桩的相对长度和间距，还取决于其布置方法。考虑到作为桩基础一部分的桩和格栅的实际操作，可以提高整个桩基础的承载能力，从而在施工过程中节省材料和劳动力资源。 根据研究结果，确定了条形桩基础中钻孔灌注桩和打入桩的操作差异。作为钻孔灌注桩条形桩基础的一部分，低格栅的承载力是打入桩桩基的 1.5-2 倍。钻孔灌注桩地基与打入桩地基相比，作为桩基一部分的桩的承载力的实现程度要大得多。对于打入桩地基，在第 3d - 6d 步，带状桩不能完全实现其承载能力。钻孔灌注桩通过成组作业，即使最小间距也能提高承载能力。 由于钻孔灌注桩的桩基与打入桩的桩基相比，在荷载作用下，钻孔灌注桩的各部分共同作用，从而大大提高了桩基的承载能力，因此，考虑到这种共同作用，钻孔灌注桩的桩基与打入桩的桩基相比，具有更强的竞争力。
{"title":"THE DIFFERENCE IN THE OPERATION OF DRILLED AND DRIVEN PILES IN THE COMPOSITION OF A TAPE PILE FOUNDATION","authors":"Natalia V. Blashchuk, I. Majewskа, Oleksandr YU. Shmundyak, Mykhailo V. Perebyinis","doi":"10.31649/2311-1429-2023-2-89-97","DOIUrl":"https://doi.org/10.31649/2311-1429-2023-2-89-97","url":null,"abstract":"A comparative analysis of the results of the mathematical modeling of the strip pile foundation from driven and bored piles with one-row and two-row arrangement of piles with different longitudinal steps and different lengths in different types of soil was performed. It was established that the degree of implementation of the load-bearing capacity of piles and grids as part of a strip pile foundation depends not only on the relative length and pitch of the piles, but also on the method of their arrangement. Taking into account the actual operation of piles and grids as part of the pile foundation allows to increase the load-bearing capacity of the pile foundation as a whole and, accordingly, to save material and labor resources during construction work. Based on the results of the study, the difference in the operation of drilled and driven piles in the strip pile foundation was established. The load-bearing capacity of a low grid as part of a strip pile foundation on bored piles is 1.5-2 times greater than in pile foundations made of driven piles. The degree of implementation of the load-bearing capacity of the pile as part of the pile foundation is significantly greater for foundations made of drilled piles compared to foundations made of driven piles. For foundations made of driven piles, at step 3d - 6d, the piles in the strip do not fully realize their load-bearing capacity. Drill pile groups increase their load-bearing capacity by working in a group, even with a minimum pitch. Since pile foundations from drilled piles significantly increase their bearing capacity due to the joint work of their elements under load in comparison with pile foundations from driven piles, taking into account this joint work, pile foundations from drilled piles become competitive with similar foundations from driven piles.","PeriodicalId":221366,"journal":{"name":"Modern technology, materials and design in construction","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2023-12-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139144498","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-12-29DOI: 10.31649/2311-1429-2023-2-62-69
Ivan V. Kots, Oleh O. Horiun
The article is dedicated to the investigation of the peculiarities of spreading technological binding solutions within the porous structure of gravel base in asphalt concrete pavement through impulse injection fixation. The research utilizes a mathematical model based on Darcy's, Navier-Stokes, and Shvedov-Bingham equations to analyze the process of solution penetration into the material pores under the influence of impulse hydrodynamic pressures. The study is conducted on samples of various gravel bases, applying impulse solution injection. The obtained results provide a better understanding of the solution penetration process into the material pores and canals and examine the influence of various factors such as intensity, magnitude, and amplitude of periodic impulse hydrodynamic pressures, properties of technological binding solution, and fractionation of the gravel material. They also serve as a basis for optimizing the technology of asphalt concrete pavement construction on fixed gravel base, which can enhance the quality and durability of the road structure. The obtained results and utilized mathematical models can be beneficial not only for the road construction industry but also for other fields that utilize porous materials with binding solutions, such as technologies for improving the load-bearing capacity of foundation soil bases, landslide mitigation, and other similar cases.
{"title":"PECULIARITIES OF THE DISTRIBUTION OF TECHNOLOGICAL FASTENING SOLUTIONS IN THE POROUS STRUCTURE OF THE CRUSHED STONE BASE OF THE ASPHALT CONCRETE PAVEMENT DURING IMPULSE INJECTION FASTENING","authors":"Ivan V. Kots, Oleh O. Horiun","doi":"10.31649/2311-1429-2023-2-62-69","DOIUrl":"https://doi.org/10.31649/2311-1429-2023-2-62-69","url":null,"abstract":"The article is dedicated to the investigation of the peculiarities of spreading technological binding solutions within the porous structure of gravel base in asphalt concrete pavement through impulse injection fixation. The research utilizes a mathematical model based on Darcy's, Navier-Stokes, and Shvedov-Bingham equations to analyze the process of solution penetration into the material pores under the influence of impulse hydrodynamic pressures. The study is conducted on samples of various gravel bases, applying impulse solution injection. The obtained results provide a better understanding of the solution penetration process into the material pores and canals and examine the influence of various factors such as intensity, magnitude, and amplitude of periodic impulse hydrodynamic pressures, properties of technological binding solution, and fractionation of the gravel material. They also serve as a basis for optimizing the technology of asphalt concrete pavement construction on fixed gravel base, which can enhance the quality and durability of the road structure. The obtained results and utilized mathematical models can be beneficial not only for the road construction industry but also for other fields that utilize porous materials with binding solutions, such as technologies for improving the load-bearing capacity of foundation soil bases, landslide mitigation, and other similar cases.","PeriodicalId":221366,"journal":{"name":"Modern technology, materials and design in construction","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2023-12-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139142238","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-12-29DOI: 10.31649/2311-1429-2023-2-104-108
Valeriy Andrukhov, Andriy S. Potіekha, Llia S. Martynov, Dmytro V. Shvidky
In the context of modern development in the construction industry and engineering design, the utilization of Building Information Modeling (BIM) has acquired strategic significance for the technical inspection of buildings. This article examines the importance of BIM as a tool aimed at obtaining comprehensive and detailed information about the construction, condition, and functionality of buildings. The primary objective of employing BIM in the context of technical inspections lies in the ability to create digital models that integrate diverse data related to the constructive and engineering characteristics of buildings. This ensures the standardization of information and simplifies analytical processes directed towards making well-founded decisions. The process of modeling an analytical model within the BIM system requires the integration of calculations with model parameters to account for the behavior of constructions under various load conditions and different design alternatives. The application of analytical analysis methods in the digital environment allows for more precise and reliable results, facilitating the identification of potential issues and optimizing design decisions. The paper presents an analysis of the experience in using preprocessors in creating computational models within the BIM system. Special attention is given to the role of the Structural Information Model (SIM) in the life cycle of the BIM model. The rules and methods of SIM development in the information modeling system are discussed, along with the unique features in the development of an analytical model within the SIM system. The study elaborates on the advantages of utilizing SIM during the technical inspection of buildings and provides specific examples for addressing typical issues in the construction phase. Emphasis is placed on potential outcomes and functionality achievable through the use of the SIM model in addressing tasks related to the technical inspection of buildings, contributing to the enhancement of efficiency and accuracy in the analysis of structural conditions.
{"title":"ABOUT ONE OF THE POSSIBLE TECHNOLOGIES AND THE VARIANT OF ITS IMPLEMENTATION AT THE REQUEST OF THE PROVISIONS OF DSTU-NB V.1.2-18:2016","authors":"Valeriy Andrukhov, Andriy S. Potіekha, Llia S. Martynov, Dmytro V. Shvidky","doi":"10.31649/2311-1429-2023-2-104-108","DOIUrl":"https://doi.org/10.31649/2311-1429-2023-2-104-108","url":null,"abstract":"In the context of modern development in the construction industry and engineering design, the utilization of Building Information Modeling (BIM) has acquired strategic significance for the technical inspection of buildings. This article examines the importance of BIM as a tool aimed at obtaining comprehensive and detailed information about the construction, condition, and functionality of buildings. The primary objective of employing BIM in the context of technical inspections lies in the ability to create digital models that integrate diverse data related to the constructive and engineering characteristics of buildings. This ensures the standardization of information and simplifies analytical processes directed towards making well-founded decisions. The process of modeling an analytical model within the BIM system requires the integration of calculations with model parameters to account for the behavior of constructions under various load conditions and different design alternatives. The application of analytical analysis methods in the digital environment allows for more precise and reliable results, facilitating the identification of potential issues and optimizing design decisions. The paper presents an analysis of the experience in using preprocessors in creating computational models within the BIM system. Special attention is given to the role of the Structural Information Model (SIM) in the life cycle of the BIM model. The rules and methods of SIM development in the information modeling system are discussed, along with the unique features in the development of an analytical model within the SIM system. The study elaborates on the advantages of utilizing SIM during the technical inspection of buildings and provides specific examples for addressing typical issues in the construction phase. Emphasis is placed on potential outcomes and functionality achievable through the use of the SIM model in addressing tasks related to the technical inspection of buildings, contributing to the enhancement of efficiency and accuracy in the analysis of structural conditions.","PeriodicalId":221366,"journal":{"name":"Modern technology, materials and design in construction","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2023-12-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139142671","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
京公网安备 11010802042870号
京ICP备2023020795号-1
扫码关注我们
求助内容：
应助结果提醒方式：