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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Experimental and Numerical Study of a Cone-Top Pile Foundation for Challenging Geotechnical Conditions 

Zhussupbekov, Askar; Sarsembayeva, Assel; Bazarov, Baurzhan; Omarov, Abdulla (Applied Sciences, 2025)
This study investigates the behavior and performance of a newly proposed cone-top pile foundation designed to improve stability in layered, deformable, or strain-sensitive soils. Traditional shallow and uniform conical foundations often suffer from excessive settlement and reduced capacity when subjected to vertical loads and horizontal soil deformations. To address these ...
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Experimental and Numerical Study of a Cone-Top Pile Foundation for Challenging Geotechnical Conditions 

Zhussupbekov, Askar; Sarsembayeva, Assel; Bazarov, Baurzhan; Omarov, Abdulla (Applied Sciences, 2025)
This study investigates the behavior and performance of a newly proposed cone-top pile foundation designed to improve stability in layered, deformable, or strain-sensitive soils. Traditional shallow and uniform conical foundations often suffer from excessive settlement and reduced capacity when subjected to vertical loads and horizontal soil deformations. To address these ...
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COMPREHENSIVE VIBRATION ANALYSIS OF DRIVEN PILES AT AN INDUSTRIAL DEVELOPMENT SITE IN KAZAKHSTAN: 9 IMPLICATIONS FOR CONSTRUCTION SAFETY AND ENGINEERING PRACTICES 

Mukhanov, Diyar; Zhussupbekov, Askar; Kaliakin, Victor; Tleulenova, Gulshat; Zhakulin, Adil; Zhakulina, Aisulu (International Journal of GEOMATE, 2025)
The installation of piles at construction sites produces vibrations that may extend for hundreds of meters from the location of the pile. Depending on their proximity to this activity, these vibrations can induce damage to nearby structures. The results of a vibration monitoring study that was performed at a water treatment plant in the Republic of Kazakhstan are presented. ...
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COMPREHENSIVE VIBRATION ANALYSIS OF DRIVEN PILES AT AN INDUSTRIAL DEVELOPMENT SITE IN KAZAKHSTAN: 9 IMPLICATIONS FOR CONSTRUCTION SAFETY AND ENGINEERING PRACTICES 

Mukhanov, Diyar; Zhussupbekov, Askar; Kaliakin, Victor; Tleulenova, Gulshat; Zhakulin, Adil; Zhakulina, Aisulu (International Journal of GEOMATE, 2025)
The installation of piles at construction sites produces vibrations that may extend for hundreds of meters from the location of the pile. Depending on their proximity to this activity, these vibrations can induce damage to nearby structures. The results of a vibration monitoring study that was performed at a water treatment plant in the Republic of Kazakhstan are presented. ...
Thumbnail

Experimental and Numerical Study of a Cone-Top Pile Foundation for Challenging Geotechnical Conditions 

Zhussupbekov, Askar; Sarsembayeva, Assel; Bazarov, Baurzhan; Omarov, Abdulla (Applied Sciences, 2025)
This study investigates the behavior and performance of a newly proposed cone-top pile foundation designed to improve stability in layered, deformable, or strain-sensitive soils. Traditional shallow and uniform conical foundations often suffer from excessive settlement and reduced capacity when subjected to vertical loads and horizontal soil deformations. To address these ...
Thumbnail

COMPREHENSIVE VIBRATION ANALYSIS OF DRIVEN PILES AT AN INDUSTRIAL DEVELOPMENT SITE IN KAZAKHSTAN: 9 IMPLICATIONS FOR CONSTRUCTION SAFETY AND ENGINEERING PRACTICES 

Mukhanov, Diyar; Zhussupbekov, Askar; Kaliakin, Victor; Tleulenova, Gulshat; Zhakulin, Adil; Zhakulina, Aisulu (International Journal of GEOMATE, 2025)
The installation of piles at construction sites produces vibrations that may extend for hundreds of meters from the location of the pile. Depending on their proximity to this activity, these vibrations can induce damage to nearby structures. The results of a vibration monitoring study that was performed at a water treatment plant in the Republic of Kazakhstan are presented. ...
Thumbnail

Experimental and Numerical Study of a Cone-Top Pile Foundation for Challenging Geotechnical Conditions 

Zhussupbekov, Askar; Sarsembayeva, Assel; Bazarov, Baurzhan; Omarov, Abdulla (Applied Sciences, 2025)
This study investigates the behavior and performance of a newly proposed cone-top pile foundation designed to improve stability in layered, deformable, or strain-sensitive soils. Traditional shallow and uniform conical foundations often suffer from excessive settlement and reduced capacity when subjected to vertical loads and horizontal soil deformations. To address these ...
Thumbnail

Experimental and Numerical Study of a Cone-Top Pile Foundation for Challenging Geotechnical Conditions 

Zhussupbekov, Askar; Sarsembayeva, Assel; Bazarov, Baurzhan; Omarov, Abdulla (Applied Sciences, 2025)
This study investigates the behavior and performance of a newly proposed cone-top pile foundation designed to improve stability in layered, deformable, or strain-sensitive soils. Traditional shallow and uniform conical foundations often suffer from excessive settlement and reduced capacity when subjected to vertical loads and horizontal soil deformations. To address these ...

Евразийский национальный университет имени Л.Н. Гумилева | Научная библиотека | Contact Us
Яндекс.Метрика
Научная библиотека | Contact Us
 

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Zhussupbekov, Askar (8)
Bazarov, Baurzhan (5)Omarov, Abdulla (5)Sarsembayeva, Assel (5)Kaliakin, Victor (3)Mukhanov, Diyar (3)Tleulenova, Gulshat (3)Zhakulin, Adil (3)Zhakulina, Aisulu (3)Subjectbearing capacity (5)cone-top pile foundation (5)hybrid foundation system (5)load–settlement behavior (5)soil– structure interaction (5)underground mining areas (5)Geophone (3)Pile driving (3)Vibration monitoring (3)Vibration velocities (3)... View MoreDate Issued
2025 (8)
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Евразийский национальный университет имени Л.Н. Гумилева | Научная библиотека | Contact Us
Яндекс.Метрика
Научная библиотека | Contact Us