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Comparative Analysis of Kazakhstani and European Approaches for the Design of Shallow Foundations
(Applied Sciences, 2020)
The design of shallow foundations is performed in accordance with different building
regulations depending on geotechnical and geological conditions. This paper involves the design
calculations applying Kazakhstani and European approaches. The design of shallow foundations in
Nur-Sultan city in Kazakhstan was implemented by the calculation of bearing capacity and elastic
settlement ...
VIBRATION MEASUREMENTS AT A NEW MONUMENT IN NURSULTAN CITY
(International Journal of GEOMATE, 2021)
The construction of unique structures is complicated by the fact that codes and standards do
not exactly apply to such structures. This paper presents an overview of the analysis, design, wind tunnel
testing and field monitoring of a 70 m high monument that was constructed in the capital city of Nur-Sultan
in the Republic of Kazakhstan. This overview constitutes a useful ...
Evaluation of the Strength Characteristics of Silty-Clayey Soils during Freezing-Thawing Cycles
(Applied Sciences, 2022)
Destructuring settlements due to frost heave during the structures’ exploitation are often
not taken into account at the designing stage, although they are indirectly related to the bearing
capacity of the soils. The objective of this research was analyzing the effect of the number of freezingthawing cycles on the strength characteristics of soils. A paired experiment with ...
GEOTECHNICAL CONSIDERATIONS OF PILING TESTING IN PROBLEMATICAL SOILS OF WEST KAZAKHSTAN
(International Journal of GEOMATE, 2017-07)
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 ...
ASSESSMENT OF SOILS DEFORMABILITY UNDER VERTICAL LOAD
(International Journal of GEOMATE, 2020)
Laboratory and experimental tests in huge amount are required during engineering surveys for
large and critical buildings and structures especially in complex geological conditions. The laboratory
investigations are applicable in cases with no possibility for field tests. However, as a rule the results
obtained from laboratory investigations (in particular compression tests) ...
COMPLEX OF STATIC LOADING TESTS OF BORED PILES
(International Journal of GEOMATE, 2019)
This paper presents the complex analysis of diverse field loading tests of ten large diameter
deep bored piles on CFA technology at the Karachaganak Processing Complex (KPC), Aksay, Kazakhstan.
On the basis of core sample analysis and seismic studies, the geological conditions of this field are varied and
complicated. According to the project design, the field tests of CFA ...
GEOTECHNICAL SPECIFICATION OF AMERICAN AND KAZAKHSTAN STANDARDS IN PILE TESTING
(International Journal of GEOMATE, 2019)
Pile foundations become more essential during the construction of mega projects of the new
capital of Kazakhstan–Astana. Many advanced pile technologies are appearing today. Unfortunately,
Kazakhstan Standards have not a recommendation for modern pile design, testing and quality control
methods. This paper presents methodic of the testing pile by ASTM D8169 (USA) standard ...
DESIGN OF ANCHORED DIAPHRAGM WALL FOR DEEP EXCAVATION
(International Journal of GEOMATE, 2019)
vHigh-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 ...
Detection of Defects in Bored Piles By NonDestructive Methods On LRT Construction Site
(IOP Conference Series: Earth and Environmental Science, 2021)
This article presents the detection of defects in bored piles with cross-section
1.2†1.5 m and length 10†53 m. PIT and Сross-hole Sonic Logging (CSL) methods were used
to detect defects in piles. These works were carried out in the city of Nur-Sultan on LRT
construction site. Integrity inspections performed after installation are often the most
reasonable alternative ...
Comparative Analysis of Kazakhstani and European Approaches for the Design of Shallow Foundations
(Applied Sciences, 2020)
The design of shallow foundations is performed in accordance with different building
regulations depending on geotechnical and geological conditions. This paper involves the design
calculations applying Kazakhstani and European approaches. The design of shallow foundations in
Nur-Sultan city in Kazakhstan was implemented by the calculation of bearing capacity and elastic
settlement ...










