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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GEOTECHNICAL CONSIDERATIONS OF PILING TESTING IN PROBLEMATICAL SOILS OF WEST KAZAKHSTAN 

Zhussupbekov, Askar; Morev, Ivan; Omarov, Abdulla; Borgekova, Karlygash; Zhukenova, Gyulnara (International Journal of GEOMATE, 2018)
Estimation of bearing capacity and settlement plays an essential role in designing pile foundations of buildings. This paper presents the results of pile static and dynamic loading tests taken place in the construction sites of Caspian Sea Port Prorva and Tengiz. The static loading tests (SLT) and static compression loading tests (SCLT) were carried out according to the ...
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EXPERIMENTAL STUDY OF MODEL PILE FOUNDATIONS IN SEASONALLY FREEZING SOIL GROUND 

Zhussupbekov, Askar; Shin, Eun Chul; Shakhmov, Zhanbolat; Tleulenova, Gulshat (International Journal of GEOMATE, 2018)
The bearing capacity and settlement of pile foundation were greatly influenced by the temperature variations of soil ground around pile foundation. This paper presented a short report about laboratory static load tests by model precast concrete piles (cross-section 4 × 4 cm and length of 60 cm) in seasonally freezing soil ground. The depth of frozen soil was 10 cm, temperature ...
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EXPERIMENTAL STUDY OF MODEL PILE FOUNDATIONS IN SEASONALLY FREEZING SOIL GROUND 

Zhussupbekov, Askar; Shin, Eun Chul; Shakhmov, Zhanbolat; Tleulenova, Gulshat (International Journal of GEOMATE, 2018)
The bearing capacity and settlement of pile foundation were greatly influenced by the temperature variations of soil ground around pile foundation. This paper presented a short report about laboratory static load tests by model precast concrete piles (cross-section 4 × 4 cm and length of 60 cm) in seasonally freezing soil ground. The depth of frozen soil was 10 cm, temperature ...
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GEOTECHNICAL CONSIDERATIONS OF PILING TESTING IN PROBLEMATICAL SOILS OF WEST KAZAKHSTAN 

Zhussupbekov, Askar; Morev, Ivan; Omarov, Abdulla; Borgekova, Karlygash; Zhukenova, Gyulnara (International Journal of GEOMATE, 2018)
Estimation of bearing capacity and settlement plays an essential role in designing pile foundations of buildings. This paper presents the results of pile static and dynamic loading tests taken place in the construction sites of Caspian Sea Port Prorva and Tengiz. The static loading tests (SLT) and static compression loading tests (SCLT) were carried out according to the ...
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DESIGN OF ANCHORED DIAPHRAGM WALL FOR DEEP EXCAVATION 

Zhussupbekov, Askar; Omarov, Abdulla; Tanyrbergenova, Gulzhanat (International Journal of GEOMATE, 2018-12)
High-rise buildings pose new challenges for engineers, especially in the field of calculations and design of above-ground structures, bases and foundations. Some consideration the anticipated responses to adjacent buildings during construction are presented. This will require the design professional to survey the condition of the adjacent properties to understand their ...
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GEOTECHNICAL CONSIDERATIONS OF PILING TESTING IN PROBLEMATICAL SOILS OF WEST KAZAKHSTAN 

Zhussupbekov, Askar; Morev, Ivan; Omarov, Abdulla; Borgekova, Karlygash; Zhukenova, Gyulnara (International Journal of GEOMATE, 2018)
Estimation of bearing capacity and settlement plays an essential role in designing pile foundations of buildings. This paper presents the results of pile static and dynamic loading tests taken place in the construction sites of Caspian Sea Port Prorva and Tengiz. The static loading tests (SLT) and static compression loading tests (SCLT) were carried out according to the ...
Thumbnail

EXPERIMENTAL STUDY OF MODEL PILE FOUNDATIONS IN SEASONALLY FREEZING SOIL GROUND 

Zhussupbekov, Askar; Shin, Eun Chul; Shakhmov, Zhanbolat; Tleulenova, Gulshat (International Journal of GEOMATE, 2018-11)
The bearing capacity and settlement of pile foundation were greatly influenced by the temperature variations of soil ground around pile foundation. This paper presented a short report about laboratory static load tests by model precast concrete piles (cross-section 4 × 4 cm and length of 60 cm) in seasonally freezing soil ground. The depth of frozen soil was 10 cm, temperature ...

Евразийский национальный университет имени Л.Н. Гумилева | Научная библиотека | Contact Us
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Zhussupbekov, Askar (7)
Omarov, Abdulla (4)Borgekova, Karlygash (3)Morev, Ivan (3)Shakhmov, Zhanbolat (3)Shin, Eun Chul (3)Tleulenova, Gulshat (3)Zhukenova, Gyulnara (3)Tanyrbergenova, Gulzhanat (1)SubjectPile (6)Bearing capacity (3)Dynamic load test (3)Ground (3)Pile dynamic analyzer (3)Seasonally (3)Static compression load test (3)CPT (1)Diaphragm wall (1)Plaxis 2D (1)... View MoreDate Issued
2018 (7)
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Евразийский национальный университет имени Л.Н. Гумилева | Научная библиотека | Contact Us
Яндекс.Метрика
Научная библиотека | Contact Us