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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INVESTIGATION OF THE INTERACTION OF THE BORED MICRO PILE BY DDS (FDP) TECHNOLOGY WITH THE SOIL GROUND 

Issakulov, Abilkhair; Omarov, Abdulla; Zhussupbekov, Askar; Mussakhanova, Saltanat; Issakulov, Baizak (International Journal of GEOMATE, 2023)
The article presents the results of a comparative analysis of the bearing capacity of bored piles with a drilling displacement system (DDS), obtained by tests for static load and according to GOST standards, as well as the results of tests for compression of the surrounding soil after installing the pile with DDS. These DDS piles are created by rotary drilling with a ...
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INVESTIGATION OF THE INTERACTION OF THE BORED MICRO PILE BY DDS (FDP) TECHNOLOGY WITH THE SOIL GROUND 

Issakulov, Abilkhair; Omarov, Abdulla; Zhussupbekov, Askar; Mussakhanova, Saltanat; Issakulov, Baizak (International Journal of GEOMATE, 2023)
The article presents the results of a comparative analysis of the bearing capacity of bored piles with a drilling displacement system (DDS), obtained by tests for static load and according to GOST standards, as well as the results of tests for compression of the surrounding soil after installing the pile with DDS. These DDS piles are created by rotary drilling with a ...
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FEATURES OF TESTING PILES FOR HIGH-RISE BUILDINGS IN DIFFICULT SOIL CONDITIONS IN ASTANA 

Mussakhanova, Saltanat; Zhussupbekov, Askar; Omarov, Abdulla; Abilmazhenov, Talgat; Issakulov, Abilkhair (International Journal of GEOMATE, 2023-10)
The project consists of a high-rise building supported on boring and driven piles. An assessment was made of the current practice in the foundation design of high-rise buildings in Astana, Kazakhstan, to explore areas for improvement. Pile testing is usually undertaken to provide relevant information on one or more of the following issues: the ultimate load capacity of a ...
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Investigations of piles by bidirectional static loading test in Astana soils 

Omarov, Abdulla; Zhussupbekov, Askar; Kaliakin, Victor (E3S Web of Conferences, 2023)
The article presents the results of vertical static load tests of diametral and deep bored piles specially conducted at the construction site of EXPO-2017 in Astana, Kazakhstan. The methodology for determining the bearing capacity of the pile is summarized. Bored piles with a length of 31.5 m and a diameter of 1000 mm were tested. Vertical static load tests were conducted ...
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Investigations of piles by bidirectional static loading test in Astana soils 

Omarov, Abdulla; Zhussupbekov, Askar; Kaliakin, Victor (E3S Web of Conferences, 2023)
The article presents the results of vertical static load tests of diametral and deep bored piles specially conducted at the construction site of EXPO-2017 in Astana, Kazakhstan. The methodology for determining the bearing capacity of the pile is summarized. Bored piles with a length of 31.5 m and a diameter of 1000 mm were tested. Vertical static load tests were conducted ...
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INVESTIGATION OF THE INTERACTION OF THE BORED MICRO PILE BY DDS (FDP) TECHNOLOGY WITH THE SOIL GROUND 

Issakulov, Abilkhair; Omarov, Abdulla; Zhussupbekov, Askar; Mussakhanova, Saltanat; Issakulov, Baizak (International Journal of GEOMATE, 2023-05)
The article presents the results of a comparative analysis of the bearing capacity of bored piles with a drilling displacement system (DDS), obtained by tests for static load and according to GOST standards, as well as the results of tests for compression of the surrounding soil after installing the pile with DDS. These DDS piles are created by rotary drilling with a ...
Thumbnail

Investigations of piles by bidirectional static loading test in Astana soils 

Omarov, Abdulla; Zhussupbekov, Askar; Kaliakin, Victor (E3S Web of Conference, 2023)
The article presents the results of vertical static load tests of diametral and deep bored piles specially conducted at the construction site of EXPO-2017 in Astana, Kazakhstan. The methodology for determining the bearing capacity of the pile is summarized. Bored piles with a length of 31.5 m and a diameter of 1000 mm were tested. Vertical static load tests were conducted ...
Thumbnail

FEATURES OF TESTING PILES FOR HIGH-RISE BUILDINGS IN DIFFICULT SOIL CONDITIONS IN ASTANA 

Mussakhanova, Saltanat; Zhussupbekov, Askar; Omarov, Abdulla; Abilmazhenov, Talgat; Issakulov, Abilkhair (International Journal of GEOMATE, 2023-10)
The project consists of a high-rise building supported on boring and driven piles. An assessment was made of the current practice in the foundation design of high-rise buildings in Astana, Kazakhstan, to explore areas for improvement. Pile testing is usually undertaken to provide relevant information on one or more of the following issues: the ultimate load capacity of a ...
Thumbnail

INVESTIGATION OF THE INTERACTION OF THE BORED MICRO PILE BY DDS (FDP) TECHNOLOGY WITH THE SOIL GROUND 

Issakulov, Abilkhair; Omarov, Abdulla; Zhussupbekov, Askar; Mussakhanova, Saltanat; Issakulov, Baizak (International Journal of GEOMATE, 2023)
The article presents the results of a comparative analysis of the bearing capacity of bored piles with a drilling displacement system (DDS), obtained by tests for static load and according to GOST standards, as well as the results of tests for compression of the surrounding soil after installing the pile with DDS. These DDS piles are created by rotary drilling with a ...

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

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AuthorOmarov, Abdulla (9)
Zhussupbekov, Askar (9)
Issakulov, Abilkhair (6)Mussakhanova, Saltanat (6)Issakulov, Baizak (4)Kaliakin, Victor (3)Abilmazhenov, Talgat (2)SubjectBoring piles (4)DDS (4)GOST (4)Pile foundation (4)Static load test (4)CPT (2)DLT (2)High-rise building (2)Pile (2)SLT (2)... View MoreDate Issued
2023 (9)
Has File(s)true (9)

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