Pub Date : 2022-12-15DOI: 10.51488/1680-080x/2022.4-10
Zh.Zh. Tolegen, A. Nauryzbayeva, D.A. Amandykova
This article studies examples of artistic interpretation of interior, infrastructural objects of tourist areas. The qualitative organization of tourism activities involves the design and organization of functionally comfortable and aesthetically significant objects. A professional approach to design requires the development of a unified concept of the environment, the artistic integrity of both the entire territory and individual objects. This article discusses the interior design of catering facilities. Public catering facilities are one of the main and sought-after objects in all types of tourism. The practical significance of the work lies in the fact that its materials can be used for special courses and lectures on topics related to the specifics of architectural and spatial solutions of interior design. The research results can also be used as theoretical and methodological material for the benefit of practicing architects and designers involved in the practical design of restaurants, cafes, and other food and leisure establishments, restaurant industry professionals, journalists, consultants, and PR specialists working in this area. Also, the results of this work can be used by foreign designers and architects as foreign experience in organizing public areas.
{"title":"ARTISTIC INTERPRETATION OF PUBLIC SPACES: INTERIOR DESIGN EXPERIENCE","authors":"Zh.Zh. Tolegen, A. Nauryzbayeva, D.A. Amandykova","doi":"10.51488/1680-080x/2022.4-10","DOIUrl":"https://doi.org/10.51488/1680-080x/2022.4-10","url":null,"abstract":"This article studies examples of artistic interpretation of interior, infrastructural objects of tourist areas. The qualitative organization of tourism activities involves the design and organization of functionally comfortable and aesthetically significant objects. A professional approach to design requires the development of a unified concept of the environment, the artistic integrity of both the entire territory and individual objects. This article discusses the interior design of catering facilities. Public catering facilities are one of the main and sought-after objects in all types of tourism. The practical significance of the work lies in the fact that its materials can be used for special courses and lectures on topics related to the specifics of architectural and spatial solutions of interior design. The research results can also be used as theoretical and methodological material for the benefit of practicing architects and designers involved in the practical design of restaurants, cafes, and other food and leisure establishments, restaurant industry professionals, journalists, consultants, and PR specialists working in this area. Also, the results of this work can be used by foreign designers and architects as foreign experience in organizing public areas.","PeriodicalId":314558,"journal":{"name":"Bulletin of Kazakh Leading Academy of Architecture and Construction","volume":"6 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-12-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115901446","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 : 2022-12-15DOI: 10.51488/1680-080x/2022.4-19
R. Lukpanov, A. Yenkebayeva, D. Tsygulyov, S. Yenkebayev, D. Dyusembinov
The article presents the results of laboratory research of soils and geosynthetic materials (geogrids) used as reinforcement elements of soil embankments. The strength and deformation characteristics were the estimated parameters of the soil, and the main parameter of selection for geogrid was the axial stiffness of the material, the assessment of which was reduced to measuring the tensile strength of geogrid and its equivalent material.
{"title":"LABORATORY STUDIES OF EQUIVALENT GEOSYNTHETIC MATERIAL FOR FLUME TESTS","authors":"R. Lukpanov, A. Yenkebayeva, D. Tsygulyov, S. Yenkebayev, D. Dyusembinov","doi":"10.51488/1680-080x/2022.4-19","DOIUrl":"https://doi.org/10.51488/1680-080x/2022.4-19","url":null,"abstract":"The article presents the results of laboratory research of soils and geosynthetic materials (geogrids) used as reinforcement elements of soil embankments. The strength and deformation characteristics were the estimated parameters of the soil, and the main parameter of selection for geogrid was the axial stiffness of the material, the assessment of which was reduced to measuring the tensile strength of geogrid and its equivalent material.","PeriodicalId":314558,"journal":{"name":"Bulletin of Kazakh Leading Academy of Architecture and Construction","volume":"37 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-12-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"133681691","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 : 2022-12-15DOI: 10.51488/1680-080x/2022.4-13
I. Bekbasarov, N. Shanshabayev
This paper presents the results of laboratory tests of models of pyramidal-prismatic piles on the effect of vertical pulling load. The experiments were carried out in clay soil. It is established that models of pyramidal-prismatic piles, depending on the size of the pyramidal section, can have both greater and lesser resistance compared to prismatic and pyramidal (control) piles. Thus, it was found that the resistance of pyramidal-prismatic piles to the pulling load is 1.19-1.80 times higher than the resistance of a model of a prismatic pile with a cross-section size of 20×20 mm. Compared with the model of a prismatic pile with a cross-section size of 30 ×30 mm and with the model of a pyramidal pile (with a cross-section size of 30×30 mm at the top and 20×20 mm at the bottom), the models of pyramidal-prismatic piles have less resistance (by 6-45%). An increase in the size of the upper section of the pyramidal part of the PPP has a more significant effect on increasing their resistance to pulling out than an increase in the length of their pyramidal section. Correlations have been established that can be used for a preliminary assessment of the resistance of pyramidal-prismatic piles to the pulling load relative to the resistance of traditional (prismatic and pyramidal) piles.
{"title":"THE RESULTS OF LABORATORY STUDIES OF THE OPERATION OF MODELS OF PYRAMIDAL-PRISMATIC PILES ON THE EFFECT OF VERTICAL PULLING LOAD IN CLAY SOIL","authors":"I. Bekbasarov, N. Shanshabayev","doi":"10.51488/1680-080x/2022.4-13","DOIUrl":"https://doi.org/10.51488/1680-080x/2022.4-13","url":null,"abstract":"This paper presents the results of laboratory tests of models of pyramidal-prismatic piles on the effect of vertical pulling load. The experiments were carried out in clay soil. It is established that models of pyramidal-prismatic piles, depending on the size of the pyramidal section, can have both greater and lesser resistance compared to prismatic and pyramidal (control) piles. Thus, it was found that the resistance of pyramidal-prismatic piles to the pulling load is 1.19-1.80 times higher than the resistance of a model of a prismatic pile with a cross-section size of 20×20 mm. Compared with the model of a prismatic pile with a cross-section size of 30 ×30 mm and with the model of a pyramidal pile (with a cross-section size of 30×30 mm at the top and 20×20 mm at the bottom), the models of pyramidal-prismatic piles have less resistance (by 6-45%). An increase in the size of the upper section of the pyramidal part of the PPP has a more significant effect on increasing their resistance to pulling out than an increase in the length of their pyramidal section. Correlations have been established that can be used for a preliminary assessment of the resistance of pyramidal-prismatic piles to the pulling load relative to the resistance of traditional (prismatic and pyramidal) piles.","PeriodicalId":314558,"journal":{"name":"Bulletin of Kazakh Leading Academy of Architecture and Construction","volume":"74 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-12-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124774205","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 : 2022-09-14DOI: 10.51488/1680-080x/2022.3-06
B.U. Kuspangaliyev, K. Samoilov, O. Priemets
The history of the past thirty years of Kazakhstan's development has been vividly reflected in its architecture. Kazakhstan's acquisition of state independence has defined a new, very peculiar stage in the development of domestic architecture. The architecture of Kazakhstan has become an essential component of the world architectural process, and the architectural school formed in the middle of the last century has ensured the constant reproduction of specialists who are in demand and successfully work in many countries of the world in the current century.
{"title":"ARCHITECTURE OF KAZAKHSTAN ACHIEVEMENTS AND PROSPECTS OF DEVELOPMENT","authors":"B.U. Kuspangaliyev, K. Samoilov, O. Priemets","doi":"10.51488/1680-080x/2022.3-06","DOIUrl":"https://doi.org/10.51488/1680-080x/2022.3-06","url":null,"abstract":"The history of the past thirty years of Kazakhstan's development has been vividly reflected in its architecture. Kazakhstan's acquisition of state independence has defined a new, very peculiar stage in the development of domestic architecture. The architecture of Kazakhstan has become an essential component of the world architectural process, and the architectural school formed in the middle of the last century has ensured the constant reproduction of specialists who are in demand and successfully work in many countries of the world in the current century.","PeriodicalId":314558,"journal":{"name":"Bulletin of Kazakh Leading Academy of Architecture and Construction","volume":"7 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-09-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128349475","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 : 2022-09-14DOI: 10.51488/1680-080x/2022.3-14
A. Zaytsev, D.P. Kozhelev
The article discusses options for ensuring the operational reliability of the subgrade on the section of the Moscow Central Diameter (MTsD-1) road. The authors analyzed the information about the site, calculated the stability of the slopes at one of the objects of the site, and made technical decisions. The main developed technical ones consisted in the installation of a retaining structure - a reinforced soil wall of the Terramesh system at the Mark - Lobnya section of the Moscow High-Speed Diameter.
{"title":"ASSESSMENT AND ASSURANCE OF THE RELIABILITY OF THE ROADBED WHEN INCREASING THE CAPACITY OF THE RAILWAY TRACK ON THE SECTION OF THE MOSCOW CENTRAL DIAMETER MARK – KHLEBNIKOVO (MCD-1)","authors":"A. Zaytsev, D.P. Kozhelev","doi":"10.51488/1680-080x/2022.3-14","DOIUrl":"https://doi.org/10.51488/1680-080x/2022.3-14","url":null,"abstract":"The article discusses options for ensuring the operational reliability of the subgrade on the section of the Moscow Central Diameter (MTsD-1) road. The authors analyzed the information about the site, calculated the stability of the slopes at one of the objects of the site, and made technical decisions. The main developed technical ones consisted in the installation of a retaining structure - a reinforced soil wall of the Terramesh system at the Mark - Lobnya section of the Moscow High-Speed Diameter.","PeriodicalId":314558,"journal":{"name":"Bulletin of Kazakh Leading Academy of Architecture and Construction","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-09-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130526940","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 : 2022-09-14DOI: 10.51488/1680-080x/2022.3-16
A. V. Semochkin, A.N. Bendik, I. Nesterov
Article attempts to research and describe parametric modelling techniques allowing for various structural and manufacturing data to be applied to process of building information modeling. This paper expands on algorithms and scripts merging digital design and construction data with project geometry on early phases of design by means of finite-element method and parametric nodes. Research is based on defining role of design criteria and digital construction libraries as a testing data for evaluating project design solutions and performing various project lifecycle assessment.
{"title":"APPLICATIONS OF PARAMETRIC AND BUILDING INFORMATION MODELING METHODS IN THE CONTEXT OF DIGITAL CONSTRUCTION LIBRARY","authors":"A. V. Semochkin, A.N. Bendik, I. Nesterov","doi":"10.51488/1680-080x/2022.3-16","DOIUrl":"https://doi.org/10.51488/1680-080x/2022.3-16","url":null,"abstract":"Article attempts to research and describe parametric modelling techniques allowing for various structural and manufacturing data to be applied to process of building information modeling. This paper expands on algorithms and scripts merging digital design and construction data with project geometry on early phases of design by means of finite-element method and parametric nodes. Research is based on defining role of design criteria and digital construction libraries as a testing data for evaluating project design solutions and performing various project lifecycle assessment.","PeriodicalId":314558,"journal":{"name":"Bulletin of Kazakh Leading Academy of Architecture and Construction","volume":"27 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-09-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"133882348","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 : 2022-09-14DOI: 10.51488/1680-080x/2022.3-03
А. Zhusupbekov, I. Dhomane
The article examines the courtyard areas of residential buildings during the period of industrial housing construction in the 70s-80s of XX century on the example of the city of Karaganda, Kazakhstan. The analysis of the current state of organization, functional zoning, and improvement of courtyard spaces is carried out. Arising the question of the problems in the organization of residential adjoining territories that arose in the past century and their accordance with economic growth and modernization of the country. The article considers what problems with the implementation of the project during the reorganization of the courtyard territory can appear.
{"title":"EXISTING PROBLEMS OF COURTYARD AREAS IN KAZAKHSTAN ON THE EXAMPLE OF THE CITY OF KARAGANDA","authors":"А. Zhusupbekov, I. Dhomane","doi":"10.51488/1680-080x/2022.3-03","DOIUrl":"https://doi.org/10.51488/1680-080x/2022.3-03","url":null,"abstract":"The article examines the courtyard areas of residential buildings during the period of industrial housing construction in the 70s-80s of XX century on the example of the city of Karaganda, Kazakhstan. The analysis of the current state of organization, functional zoning, and improvement of courtyard spaces is carried out. Arising the question of the problems in the organization of residential adjoining territories that arose in the past century and their accordance with economic growth and modernization of the country. The article considers what problems with the implementation of the project during the reorganization of the courtyard territory can appear.","PeriodicalId":314558,"journal":{"name":"Bulletin of Kazakh Leading Academy of Architecture and Construction","volume":"113 5 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-09-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129384008","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 : 2022-09-14DOI: 10.51488/1680-080x/2022.3-10
A. Bibossinov, B. Iskakov, D. Talgarbayeva, A. S. Urazaliyev
The work presented in this article was primarily aimed at studying the geodynamic features of the development of the territories of the East Kazakhstan region, located in various seismogeological conditions. The results of these works are presented in the form of maps developed on the basis of the use of remote and GPS data. Since the development of geodynamic substantiation by ground methods requires significant amounts of time and funds for exploration work, the authors proposed a complex based on the interpretation of satellite imagery data.
{"title":"MONITORING OF MODERN GEODYNAMIC PROCESSES IN THE TERRITORY OF EASTERN KAZAKHSTAN BY METHODS OF SATELLITE GEODESY AND LINEAMET ANALYSIS","authors":"A. Bibossinov, B. Iskakov, D. Talgarbayeva, A. S. Urazaliyev","doi":"10.51488/1680-080x/2022.3-10","DOIUrl":"https://doi.org/10.51488/1680-080x/2022.3-10","url":null,"abstract":"The work presented in this article was primarily aimed at studying the geodynamic features of the development of the territories of the East Kazakhstan region, located in various seismogeological conditions. The results of these works are presented in the form of maps developed on the basis of the use of remote and GPS data. Since the development of geodynamic substantiation by ground methods requires significant amounts of time and funds for exploration work, the authors proposed a complex based on the interpretation of satellite imagery data.","PeriodicalId":314558,"journal":{"name":"Bulletin of Kazakh Leading Academy of Architecture and Construction","volume":"209 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-09-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"121926552","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 : 2022-09-14DOI: 10.51488/1680-080x/2022.3-02
N. Berdikul, M.K. Urazov, K. Akmalaiuly
In this study, the structural parameters of jacquard fabrics were studied. The height of the bending wave of the warp threads and weft, weft for jacquard fabric of the main weaves with short, medium and long overlap are determined depending on the coefficient determining the height of the bending waves. It has been found that in jacquard fabric during the transition of weaves from long floors to short floors: the maximum density on the base and on the weft decreases; the geometric density at the base and on the weft increases; the height of the bending wave of threads along the warp and weft remains unchanged.
{"title":"RESEARCH OF PARAMETERS OF STRUCTURE OF JACQUARD FABRICS","authors":"N. Berdikul, M.K. Urazov, K. Akmalaiuly","doi":"10.51488/1680-080x/2022.3-02","DOIUrl":"https://doi.org/10.51488/1680-080x/2022.3-02","url":null,"abstract":"In this study, the structural parameters of jacquard fabrics were studied. The height of the bending wave of the warp threads and weft, weft for jacquard fabric of the main weaves with short, medium and long overlap are determined depending on the coefficient determining the height of the bending waves. It has been found that in jacquard fabric during the transition of weaves from long floors to short floors: the maximum density on the base and on the weft decreases; the geometric density at the base and on the weft increases; the height of the bending wave of threads along the warp and weft remains unchanged.","PeriodicalId":314558,"journal":{"name":"Bulletin of Kazakh Leading Academy of Architecture and Construction","volume":"7 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-09-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130418315","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 : 2022-09-14DOI: 10.51488/1680-080x/2022.3-13
A. Zhankina, A. Zhussupbekov, A. Tulebekova, A. Tleubayeva
The study of road bases located on subsidence soils is a relevant issue because even though these soils demonstrate considerable strength in a dry state when soaked, they can exhibit sudden subsidence, which can lead to irreparable consequences during the operation of the highway. This article presents the results of laboratory studies of physical and mechanical properties of the soil, the results of field tests of the embankment by plate load test, which in combination provide a completer and more accurate picture of the state of the soil for further design of the highway with minimal costs and losses.
{"title":"FIELD TESTS OF SOILS DURING THE INVESTIGATION WORKS","authors":"A. Zhankina, A. Zhussupbekov, A. Tulebekova, A. Tleubayeva","doi":"10.51488/1680-080x/2022.3-13","DOIUrl":"https://doi.org/10.51488/1680-080x/2022.3-13","url":null,"abstract":"The study of road bases located on subsidence soils is a relevant issue because even though these soils demonstrate considerable strength in a dry state when soaked, they can exhibit sudden subsidence, which can lead to irreparable consequences during the operation of the highway. This article presents the results of laboratory studies of physical and mechanical properties of the soil, the results of field tests of the embankment by plate load test, which in combination provide a completer and more accurate picture of the state of the soil for further design of the highway with minimal costs and losses.","PeriodicalId":314558,"journal":{"name":"Bulletin of Kazakh Leading Academy of Architecture and Construction","volume":"70 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-09-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131462043","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}
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