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Experimental and Numerical Study of a Cone-Top Pile Foundation for Challenging Geotechnical Conditions
(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 ...
Experimental and Numerical Study of a Cone-Top Pile Foundation for Challenging Geotechnical Conditions
(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 ...
COMPREHENSIVE VIBRATION ANALYSIS OF DRIVEN PILES AT AN INDUSTRIAL DEVELOPMENT SITE IN KAZAKHSTAN: 9 IMPLICATIONS FOR CONSTRUCTION SAFETY AND ENGINEERING PRACTICES
(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. ...
COMPREHENSIVE VIBRATION ANALYSIS OF DRIVEN PILES AT AN INDUSTRIAL DEVELOPMENT SITE IN KAZAKHSTAN: 9 IMPLICATIONS FOR CONSTRUCTION SAFETY AND ENGINEERING PRACTICES
(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. ...
Experimental and Numerical Study of a Cone-Top Pile Foundation for Challenging Geotechnical Conditions
(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 ...
COMPREHENSIVE VIBRATION ANALYSIS OF DRIVEN PILES AT AN INDUSTRIAL DEVELOPMENT SITE IN KAZAKHSTAN: 9 IMPLICATIONS FOR CONSTRUCTION SAFETY AND ENGINEERING PRACTICES
(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. ...
Experimental and Numerical Study of a Cone-Top Pile Foundation for Challenging Geotechnical Conditions
(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 ...
Experimental and Numerical Study of a Cone-Top Pile Foundation for Challenging Geotechnical Conditions
(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 ...








