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GEOTECHNICAL CONSIDERATIONS OF PILING TESTING IN PROBLEMATICAL SOILS OF WEST KAZAKHSTAN
(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 ...
EXPERIMENTAL STUDY OF MODEL PILE FOUNDATIONS IN SEASONALLY FREEZING SOIL GROUND
(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 ...
EXPERIMENTAL STUDY OF MODEL PILE FOUNDATIONS IN SEASONALLY FREEZING SOIL GROUND
(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 ...
GEOTECHNICAL CONSIDERATIONS OF PILING TESTING IN PROBLEMATICAL SOILS OF WEST KAZAKHSTAN
(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 ...
DESIGN OF ANCHORED DIAPHRAGM WALL FOR DEEP EXCAVATION
(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 ...
GEOTECHNICAL CONSIDERATIONS OF PILING TESTING IN PROBLEMATICAL SOILS OF WEST KAZAKHSTAN
(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 ...
EXPERIMENTAL STUDY OF MODEL PILE FOUNDATIONS IN SEASONALLY FREEZING SOIL GROUND
(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 ...







