USING OF DYNAMIC AND STATIC LOAD PILING TESTS IN ASTANA, KAZAKHSTAN

Authors

  • A. Z. Zhussupbekov L.N. Gumilev Eurasian National University, Astana (Kazakhstan)
  • Z. A. Shakhmov L.N. Gumilev Eurasian National University, Astana (Kazakhstan)
  • G. T. Tleulenova L.N. Gumilev Eurasian National University, Astana (Kazakhstan)
  • S. B. Akhazhanov L.N. Gumilev Eurasian National University, Astana (Kazakhstan)

DOI:

https://doi.org/10.26906/znp.2017.49.819

Keywords:

pile foundations, load test, bearing capacity, conditions

Abstract

In this paper the analysis results of precast piles different tests are presented. Extreme soil conditions of Astana (Kazakhstan) involve realizing the work precast piles in various soil ground and interaction soil ground and piles. There were carried out dynamic and static load tests of piles in extreme soil ground conditions in Astana. Based on data results of pile foundations the piles bearing capacity was determined. According to the results of DLT with PDA of driving piles (30.0 cm) the bearing capacity of the piles is 911 kN. The bearing capacity of the driven piles according to the results of SLT amounted to be 878 kN. Soils physic-mechanical properties in extreme conditions of Astana along with graphs of dependence are between settlement and load. The precise analysis of climatic and geological factors of the construction sites is shown. Investigations method for precast concrete piles testing is presented. Dynamic load test methodology in Astana for concrete piles testing is shown.  These investigations are important for of Pile-Soil interaction on problematical soil ground.

References

GOST 5686-94. Soils. Field test method by piles. 1996.

SNIP RK 5.01-03-2002. Pile foundations. Committee for Construction of the Ministry of Industry and Trade of the Republic of Kazakhstan. – Astana, 2002.

Zhussupbekov A. Zh. The applications of dynamic and static piling tests of Astana / A. Zh. Zhussupbekov, M. K. Syrlybaev, R. E. Lukpanov, A. R. Omarov // 15th Asian Regional Conf. on Soil Mechanics and Geothechnical Engineering. Japanese Geotechnical Society Special ARC 2015: New Innovations and Sustainability. – 2015. – P. 2726 – 2729.

Zhussupbekov A. Zh. The Results of Dynamic (Pile Driving Analysis) and Traditional Static Piling Tests in Capital of Kazakhstan / A. Zh. Zhussupbekov, R. E. Lukpanov, A. R. Omarov // 13th Baltic Sea Region Geotechnical Conf. – Vilnius, 2016. – P. 201 – 205.

Zhussupbekov A. Zh. Geotechnical and construction considerations of pile foundations in problematical soils / A. Zh. Zhussupbekov, A. R. Omarov // Proc. of the 8th Asian Young Geotechnical Engineers Conf. (8th AYGEC). – Astana, 2016. – P. 27 – 32.

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Published

2017-10-17

How to Cite

Zhussupbekov, A. Z., Shakhmov, Z. A., Tleulenova, G. T., & Akhazhanov, S. B. (2017). USING OF DYNAMIC AND STATIC LOAD PILING TESTS IN ASTANA, KAZAKHSTAN. Збірник наукових праць Галузеве машинобудування будівництво Academic Journal Industrial Machine Building Civil Engineering, 2(49), 32–37. https://doi.org/10.26906/znp.2017.49.819

Issue

Vol. 2 No. 49 (2017): ACADEMIC JOURNAL INDUSTRIAL MACHINE BUILDING, CIVIL ENGINEERING

Section

Статті