Репозиторий Евразийского национального университета имени Л.Н. Гумилева
Репозиторий Евразийского национального университета имени Л.Н. Гумилева
Репозиторий Евразийского национального университета имени Л.Н. Гумилева
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Practical experience in the construction of roads in difficult soil conditions 

Tulebekova, Assel; Zhussupbekov, Askar; Zhankina, Aizhan; Aldungarova, Aliya; Mamyrbekova, Gulnaz (JOURNAL OF WATER AND LAND DEVELOPMENT, 2024)
One of the most important and urgent problems is constructing roads in difficult soil conditions, ensuring their strength, reliability, and normal operation. To create an efficient and competitive transport infrastructure in Kazakhstan, the State Programme of Infrastructural Development “Nurly Zhol” for 2020–2025 was developed. Its main objectives are to improve the ...
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Practical experience in the construction of roads in difficult soil conditions 

Tulebekova, Assel; Zhussupbekov, Askar; Zhankina, Aizhan; Aldungarova, Aliya; Mamyrbekova, Gulnaz (JOURNAL OF WATER AND LAND DEVELOPMENT, 2024)
One of the most important and urgent problems is constructing roads in difficult soil conditions, ensuring their strength, reliability, and normal operation. To create an efficient and competitive transport infrastructure in Kazakhstan, the State Programme of Infrastructural Development “Nurly Zhol” for 2020–2025 was developed. Its main objectives are to improve the ...
Thumbnail

Practical experience in the construction of roads in difficult soil conditions 

Tulebekova, Assel; Zhussupbekov, Askar; Zhankina, Aizhan; Aldungarova, Aliya; Mamyrbekova, Gulnaz (JOURNAL OF WATER AND LAND DEVELOPMENT, 2024)
One of the most important and urgent problems is constructing roads in difficult soil conditions, ensuring their strength, reliability, and normal operation. To create an efficient and competitive transport infrastructure in Kazakhstan, the State Programme of Infrastructural Development “Nurly Zhol” for 2020–2025 was developed. Its main objectives are to improve the ...
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Bearing Capacity of Precast Concrete Joint Micropile Foundations in Embedded Layers: Predictions from Dynamic and Static Load Tests according to ASTM Standards 

Omarov, Abdulla; Sarsembayeva, Assel; Zhussupbekov, Askar; Nurgozhina, Malika; Tleulenova, Gulshat; Yeleussinova, Akmaral; Isakulov, Baizak (Infrastructures, 2024)
In this paper, joint precast piles with a cross-section of 400 × 400 mm and a pin-joined connection were considered, and their interaction with the soil of Western Kazakhstan has been analyzed. The following methods were used: assessment of the bearing capacity using the static compression load test (SCLT by ASTM) method, interpretation of the field test data, and the ...
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DFOS Technology in Geoengineering Monitoring in the Past 35 Years: A Bibliometric Analysis 

Wang, Jia; Garg, Ankit; Satyam, Neelima; Zhussupbekov, Askar; Sushkova, Svetlana (Sensors, 2024)
DFOS (distributed fiber-optic sensing) technology has shown the potential to increase the accuracy of measurement after years of development and experimenting in geoengineering monitoring. To better understand the development of DFOS technology and its contribution to geoengineering, an objective and data-driven review of the development process of DFOS technology in construction ...
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Bearing Capacity of Precast Concrete Joint Micropile Foundations in Embedded Layers: Predictions from Dynamic and Static Load Tests according to ASTM Standards 

Omarov, Abdulla; Sarsembayeva, Assel; Zhussupbekov, Askar; Nurgozhina, Malika; Tleulenova, Gulshat; Yeleussinova, Akmaral; Isakulov, Baizak (Infrastructures, 2024)
In this paper, joint precast piles with a cross-section of 400 × 400 mm and a pin-joined connection were considered, and their interaction with the soil of Western Kazakhstan has been analyzed. The following methods were used: assessment of the bearing capacity using the static compression load test (SCLT by ASTM) method, interpretation of the field test data, and the ...
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Design of Conical Foundations with Increased Bearing Capacity in Areas of Undermined Soils 

Zhussupbekov, Askar; Sarsembayeva, Assel; Bazarov, Baurzhan; Omarov, Abdulla (Applied Sciences, 2024)
This article discusses the foundations of a conical shape directed with their apex downwards to increase the cross-sectional area and, accordingly, the bearing capacity during settlement and under the influence of horizontal tensile strains in undermined areas. To simulate the deformability of undermined and seismically exposed foundations, a three-dimensional expandable box ...
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Bearing Capacity of Precast Concrete Joint Micropile Foundations in Embedded Layers: Predictions from Dynamic and Static Load Tests according to ASTM Standards 

Omarov, Abdulla; Sarsembayeva, Assel; Zhussupbekov, Askar; Nurgozhina, Malika; Tleulenova, Gulshat; Yeleussinova, Akmaral; Isakulov, Baizak (Infrastructures, 2024)
In this paper, joint precast piles with a cross-section of 400 × 400 mm and a pin-joined connection were considered, and their interaction with the soil of Western Kazakhstan has been analyzed. The following methods were used: assessment of the bearing capacity using the static compression load test (SCLT by ASTM) method, interpretation of the field test data, and the ...
Thumbnail

Practical experience in the construction of roads in difficult soil conditions 

Tulebekova, Assel; Zhussupbekov, Askar; Zhankina, Aizhan; Aldungarova, Aliya; Mamyrbekova, Gulnaz (JOURNAL OF WATER AND LAND DEVELOPMENT, 2024)
One of the most important and urgent problems is constructing roads in difficult soil conditions, ensuring their strength, reliability, and normal operation. To create an efficient and competitive transport infrastructure in Kazakhstan, the State Programme of Infrastructural Development “Nurly Zhol” for 2020–2025 was developed. Its main objectives are to improve the ...
Thumbnail

DFOS Technology in Geoengineering Monitoring in the Past 35 Years: A Bibliometric Analysis 

Wang, Jia; Garg, Ankit; Satyam, Neelima; Zhussupbekov, Askar; Sushkova, Svetlana (Sensors, 2024)
DFOS (distributed fiber-optic sensing) technology has shown the potential to increase the accuracy of measurement after years of development and experimenting in geoengineering monitoring. To better understand the development of DFOS technology and its contribution to geoengineering, an objective and data-driven review of the development process of DFOS technology in construction ...
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Евразийский национальный университет имени Л.Н. Гумилева | Научная библиотека | Contact Us
Яндекс.Метрика
Научная библиотека | Contact Us
 

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Zhussupbekov, Askar (20)
Omarov, Abdulla (9)Sarsembayeva, Assel (9)Aldungarova, Aliya (6)Mamyrbekova, Gulnaz (6)Tulebekova, Assel (6)Zhankina, Aizhan (6)Bazarov, Baurzhan (5)Garg, Ankit (5)Satyam, Neelima (5)... View MoreSubjectfield tests (6)hydrological condition (6)road (6)subsidence soil (6)waterway (6)bibliometric analysis (5)conical foundations (5)DFOS (5)geoengineering (5)horizontal displacement of soils (5)... View MoreDate Issued
2024 (20)
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Евразийский национальный университет имени Л.Н. Гумилева | Научная библиотека | Contact Us
Яндекс.Метрика
Научная библиотека | Contact Us