Abstract
This article presents the results of static load test performed on 820 mm diameter and 13.5 m long bored piles at the site of a 70 m high monument in the capital city of Nur-Sultan in the Republic of Kazakhstan. Three of these piles were subjected to static, stepwise compressive indentation tests. The results of three vertical static load tests showed that the maximum proof load carried by these piles was 1,477 kN. The associated maximum settlements were 4.62, 5.53 and 5.59 mm. One of the piles was then subjected to static, stepwise increasing tensile loads. A vertical pull-out test was also performed on one of the bored piles. The maximum load for this pile was 686 kN. The corresponding extensional displacement was 2.98 mm. The results of the static load tests are important for understanding of soil-structure interaction for the monument.
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References
Zhussupbekov A., Sultanov G., Omarov A.: The complexity of piling tests in problematical soil ground of Kazakhstan. Design and Analysis of Piled Raft Foundations -2017, Chapter 12, Published in Taiwan by Tamkang University Press, pp. 169–176 (2017)
SNIP 2.01.07.-85 Loads and Impacts (1985)
Zhussupbekov, A., Omarov, A.: Modern advances in the field geotechnical testing investigations of pile foundations. Procedia Eng. 165, 88–95 (2016)
Omarov, A.R., Kuderin, M., Zhussupbekov, A., Kaliakin, V.N., Iskakov, S.: Vibration measurements at a new monument in Nur-Sultan city. Int. J. Geomate 21(85), 24–31 (2021)
Zhussupbekov, A., Omarov, A.: Geotechnical and construction considerations of pile foundations in problematical soils. In: Challenges and Innovations in Geotechnics - Proc. of the 8th Asian Young Geotechnical Engineers Conference, pp. 27–32 (2016)
Omarov, A.R., Zhussupbekov, A.Z., Tulegulov, A.D., Zhukenova, G.A., Tanyrbergenova, G.K.: The analysis of the piling tests on construction site “The future of the free country”. In: Proc. of the 8th Asian Young Geotechnical Engineers Conference (2016)
GOST 5686–94 Soils. Field Test Methods by Piles (1994)
SNIP RK 5.01–03–2002. Pile Foundations (2002)
SNIP RK 5.01–01–2002. Buildings and Structures Base (2002)
Zhussupbekov, A., Omarov, A., Morev, I., Borgekova, K., Popov, V.: Analysis results of static and dynamic loads tests of pile foundations in constructions site of Expo-2017, Astana, Kazakhstan. In: Proc. of the 19th ICSMGE, pp. 3079–3082 (2017)
Zhussupbekov, A.Z., Omarov, A.R.: Geotechnical considerations of piling construction and testing in problematical soils of Kazakhstan. In: 16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2019 (2020)
Zhussupbekov, A., Omarov, A., Zhukenova, G., Tanyrbergenova, G.: Pile foundations of mega projects: new railway station and LRT in problematical soil ground of astana. Procedia Eng. 189, 511–518 (2017)
Zhussupbekov, A.Z., Lukpanov, R.E., Omarov, A.R.: Bi-Directional Static Load Testing Geotechnical Special Publication, 2016-January (265 GSP), pp. 35–42 (2016)
Zhusupbekov, A.Z., Lukpanov, R.E., Omarov, A.R.: Experience in applying pile static testing methods at the expo 2017 construction site. Soil Mech. Found. Eng. 53(4), 251–256 (2016)
Zhussupbekov, A., Omarov, A., Tanyrbergenova, G.: Design of anchored diaphragm wall for deep excavation. Int. J. Geomate 16(58), 139–144 (2019)
Lushnikov, V., Zhussupbekov, A., Omarov, A., Tanyrbergenova, G.: Hypotheses of the tilting of nevyansk tower. Sustainable Civil Infrastructures, pp. 242–248 (2019)
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Zhussupbekov, A., Chunyuk, D., Kaliakin, V., Omarov, A. (2023). Experimental Assessment of Bearing Capacity on Pile Foundations of the New Monument in Nur-Sultan City. In: Karkush, M., Choudhury, D., Han, J. (eds) Current Trends in Geotechnical Engineering and Construction. ICGECI 2022. Springer, Singapore. https://doi.org/10.1007/978-981-19-7358-1_21
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DOI: https://doi.org/10.1007/978-981-19-7358-1_21
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