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One of the most important and urgent problems is constructing roads in difficult soil conditions, ensuring their strength, reliability, and normal operation. To create an efficient and competitive transport infrastructure in Kazakhstan, the State Programme of Infrastructural Development “Nurly Zhol” for 2020-2025 was developed. Its main objectives are to improve the technological, scientific, and methodological base, provide resources, and to attract “Big Transit”. The paper presents the details of the survey carried out in one of road construction areas. Irrigation canals and periodic and permanent watercourses represent the hydrographic network of the construction site. The analysis of these features and field tests were included in the research. Stamp tests were performed to analyse mechanical properties of embankment soil to provide more reliable information on the mechanical properties of the soil. Structural and technological solutions were adopted based on the field tests and surveys of hydrological conditions. A numerical simulation was used to determine the stability of the road embankment, the results of which showed maximum deformations of 4.5 mm during the operation of road transport. Geosynthetic material was used to reinforce the subgrade. The results of the study have shown that the analysis of factors affecting the stability of engineering structures on difficult soil conditions helps to achieve some improvement.
Słowa kluczowe
Wydawca
Czasopismo
Rocznik
Tom
Strony
138--148
Opis fizyczny
Bibliogr. 19 poz., fot., rys., tab., wykr.
Twórcy
autor
- L.N. Gumilyov Eurasian National University, Department of Civil Engineering, Satpayev St, 2, 010008 Astana, Kazakhstan
autor
- L.N. Gumilyov Eurasian National University, Department of Civil Engineering, Satpayev St, 2, 010008 Astana, Kazakhstan
autor
- L.N. Gumilyov Eurasian National University, Department of Civil Engineering, Satpayev St, 2, 010008 Astana, Kazakhstan
autor
- D. Serikbayev East Kazakhstan Technical University, School of Architecture, Construction and Energy, D. Serikbayev St, 19, 070004, Ust-Kamenogorsk, Kazakhstan
autor
- D. Serikbayev East Kazakhstan Technical University, School of Architecture, Construction and Energy, D. Serikbayev St, 19, 070004, Ust-Kamenogorsk, Kazakhstan
Bibliografia
- Ayeldeen, M., Azzam, W. and Arab, M.G. (2022) “The use of fiber to improve the characteristics of collapsible soil stabilized with cement,” Geotechnical and Geological Engineering, 40, pp. 1873–1885. Available at: https://doi.org/10.1007/s10706-021-01997-4.
- Bellil, S., Abbeche, K. and Bahloul, O. (2018) “Treatment of a collapsible soil using a bentonite–cement mixture,” Studia Geotechnica et Mechanica, 40(4), pp. 233–243. Available at: https://doi.org/10.2478/sgem-2018-0042.
- Callai, C.S., Tataranni, P. and Sangiorgi, C. (2021) “Preliminary evaluation of geopolymer mix design applying the design of experiments method,” Infrastructures, 6(3), 35. Available at: https://doi.org/10.3390/infrastructures6030035.
- GOST 5686-2012. Soils field test: Methods for piles. Moscow: Federal Agency for Technical Regulation and Metrology.
- GOST 20276.1-2020a. Soils. Plate bearing test methods. Moscow: Interstate Council for Standardization, Metrology and Certification.
- GOST 25100-2020b. Soils. Classification. Moscow: Interstate Council for Standardization, Metrology and Certification.
- Hameedi, M.K., Fattah, M.Y. and Abd Al-Kaream, K.W. (2021) “Field study on soft soil improvement using continuous flight auger (CFA) piles,” International Journal of GEOMATE, 21(86), pp. 159–166. Available at: https://doi.org/10.21660/2021.86.j2329.
- Houston, S.L., Houston, W.N. and Lawrence, C.A. (2002) “Collapsible soil engineering in highway infrastructure development,” Journal of Transportation Engineering, 128(3), pp. 295–300. Available at: https://doi.org/10.1061/(ASCE)0733-947X(2002)128:3(295).
- KGS, LTD (2020a) Working Project «Big Almaty Ring Road Construction». Technical report. Astana: KGS, LTD.
- KGS, LTD (2020b) Tekhnicheskoye zaklyucheniye. Rekomendatsii po primeneniyu zashchitnogo sloya «capping layer» na proyekte stroitel’stvo dorogi [Hydrotechnical report. Development of detailed design of road]. Astana: KGS, ТОО.
- Lv, Q. et al. (2014) “Water stability mechanism of silicification grouted loess,” Bulletin of Engineering Geology and the Environment, 73, pp. 1025–1035. Available at: https://doi.org/10.1007/s10064-014-0646-0.
- Niu, L. et al. (2021) “Experimental study on the influence of soluble salt content on unsaturated mechanical characteristics of undisturbed Ili loess,” Bulletin of Engineering Geology and the Environment, 80, pp. 6689–6704. Available at: https://doi.org/10.1007/s10064-021-02340-0.
- NTP RK 07-01.2-2011. Design of buildings and structures on structurally unstable soils. 2014.12.29. Astana: JSC “KazNIISA”.
- SP RK 5.01-03-2013a. Svaynyye fundamenty [Pile foundations]. Astana: JSC “KazNIISA”.
- SP RK 3.03-112-2013b. Mosty i truby [Bridges and pipelines]. Astana: JSC “KazNIISA”.
- Tulebekova, A.S. et al. (2016) “Advantages of the piles testing methods according to the USA standards,” in A.Zh. Zhussupbekov Challenges and Innovations in Geotechnics – Proceedings of the 8th Asian Young Geotechnical Engineers Conference, Astana, 5–7 Aug 2016. Astana: London, UK: Taylor and Francis Group, pp. 51–56.
- Tulebekova, A.S. et al. (2020) “Geotechnical issues of testing piles on construction site of Astana,” in Proceedings of the 16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2019, Taipei, Taiwan, Oct 14–18, 2019.
- Zhussupbekov, A.Zh. et al. (2020) “Assessment of soils deformability under vertical load,” International Journal of GEOMATE, 18(70), pp. 221–228. Available at: https://doi.org/10.21660/2020.70.12174.
- Zhussupbekov, A.Zh. et al. (2022) “Features of the bearing capacity estimation of the collapsing soil bases,” International Journal of GEOMATE, 22(92), pp. 32–40. Available at: https://doi.org/10.21660/2022.92.1656.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-451c6d8b-9be7-4b0a-bb22-33beb537a6fc