Bekbasarov I., Atenov Y. Equations used to calculate vertical bearing capacity of driven piles with shaft broadenings. Periodica Polytechnica Civil Engineering, 2020, 64(4), 1235–1243. https://doi.org/10.3311/PPci.16482
Bekbasarov I., Nikitenko M., Shanshabayev N., Atenov Y., Moldamuratov Z. Tapered-prismatic pile: driving energy consumption and bearing capacity. News of the National Academy of Sciences of the Republic of Kazakhstan, Series of Geology and Technical Sciences, 2021, 6(450), 53–63. https://doi.org/10.32014/2021.2518-170X.119
Bekbasarov I., Shanshabayev N. Impact dipping pyramidal-prismatic piles and their resistance to pressure and horizontal load. Periodica Polytechnica Civil Engineering, 2021, 65(3), 909–917 https://doi.org/10.3311/PPci.17923
Bekbasarov I., Shanshabayev N. Driving Features of Tapered-Prismatic Piles and Their Resistance to Static Loads. Acta Montanistica Slovaca, 2022, 27(4), 839–850 https://doi.org/10.46544/AMS.v27i4.01
Isabai Bekbasarov, Yerlan Atenov, Nurzhan Shanshabayev. Strength Properties of Various Types of Fiber-Reinforced Concrete for Production of Driven Piles. Buildings, 2023, 13(7), 1733. https://doi.org/10.3390/buildings13071733
Isabai Bekbasarov, Yerlan Atenov, Nurzhan Shanshabayev. The Influence of Backfill on the Driving Energy Intensity and Axial Load Resistance of Piles with Shaft Widenings: Modeling Research. Buildings, 2023, 13(12), 3097. https://doi.org/10.3390/buildings13123097
Bekbasarov, I.; Shanshabayev, N.; Atenov, Y. Impact-Driven Penetration of Multi-Strength Fiber Concrete Pyramid-Prismatic Piles. Buildings 2024, 14, 3595. https://doi.org/10.3390/buildings14113595
Atenov, Y.; Bekbasarov, I.; Shanshabayev, N. Investigation of Strength of Polymer-Modified Fiber-Reinforced Concrete Under Water Saturation. Buildings 2025, 15, 4407. https://doi.org/10.3390/buildings15244407
Atenov, Y.; Bekbasarov, I.; Shanshabayev, N. Energy Intensity and Uplift Load Resistance of Novel Hybrid Pile, Driven with Additional Compaction: Comparative Field Study. Buildings 2025, 15, 487. https://doi.org/10.3390/buildings15030487
Bekbasarov, I., Suienshbayeva, K., Atenov, Y., & Shanshabayev, N. (2025). The Influence of the Fine Earth Composition of the Soil Mixture on the Parameters of Its Filtration, Moisture Content, and Density. Civil Engineering Journal, 11(12), 5144–5166. https://doi.org/10.28991/CEJ-2025-011-12-013
Бекбасаров И.И., Никитенко М.И., Атенов Е.И. Ударная погружаемость свай с уширениями ствола и их сопротивляемость вдавливающей нагрузке // Новости науки Казахстана / Научно-технический журнал. – 2020. - №2(144). – С.152-162. https://vestnik.nauka.kz/storage/docs/18-08-%D0%9D%D0%9D%D0%9A_2_2020_ot-Nurzat-%D0%92-%D0%9F%D0%95%D0%A7%D0%90%D0%A2%D0%AC.pdf
Бекбасаров И.И., Атенов Е.И. О несущей способности свай с уширениями ствола и формулах по ее определению // Вестник КазГАСА. – 2020. – №2(76). – С.102-111.
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Бекбасаров И.И., Атенов Е.И. Сопротивляемость моделей свай с уширениями ствола на горизонтальную и выдергивающую нагрузки // Вестник ЕНУ им. Л.Н. Гумилева. Серия Технические науки и технологии. – 2020. №2(131). – С.27-38. https://doi.org/10.32523/2616-7263-2020-131-2-%25p
Бекбасаров И.И. О влиянии показателей глинистых грунтов на сжимающие напряжения в свае при забивке // Труды университета. – 2023. - №4(93). – С.254-260. https://doi.org/10.52209/1609-1825_2023_4_254
Атенов Е.И., Бекбасаров И.И. Об энергоемкости забивки и несущей способности моделей свай с уширениями ствола // Труды университета. – 2024. - №2(95). – С.204-210. https://doi.org/10.52209/1609-1825_2024_2_204
Шаншабаев Н.А., Бекбасаров И.И., Атенов Е.И. Исследование прочностных свойств различных видов фибробетонов на статическую сжимающую нагрузку для производства забивных свай // Механика и технологии / Научный журнал. – 2024. – №2(84). – С.175-189. https://doi.org/10.55956/ZJNH4326
Бекбасаров И.И., Атенов Е.И., Шаншабаев Н.А. Метод определения количества воды для увлажнения грунта при выштамповывании траншеи под ростверк между сваями // Механика и технологии / Научный журнал. –2025. –№3(89). –С.330-341. https://doi.org/10.55956/NMKV2583
Бекбасаров И.И., Атенов Е.И., Шаншабаев Н.А. Ростверк астындағы траншеяларды штамптау кезінде қадалар арасындағы тығыздалған топырақ аймағының өлшемдерін анықтау әдістері // Механика және технологиялар/ Ғылыми журнал. –2025. –№4(90). –Б.181-194. https://doi.org/10.55956/AAIY2161
Fundamentals of Rational Driving of Reinforced Concrete Piles into Soils (2011)
Fundamentals of Rational Compaction of Foundation Pits (2011)
Technology Parks (2013)
Assessing the Impact of Pile and Stamp Parameters on Their Driven Position and the Bearing Capacity of Foundation Structures (2014)
Study of the Pile and Stamp Driving Process Using Models (2021)
Driven Pile Constructions of Buildings and Structures (2026)
Method for Compacting Interpile Soil (2024)
Driven Pile with Reinforcement Extensions (2024)
Driven Reinforced Concrete Pile (2024)
Method for Determining the Cross-Section Dimensions of a Driven Pile (2024)
Method for Dynamic Testing of a Combined Pile Foundation (2024)
Strap Stamp with a Movable Core (2023)
Strap Stamp with Two Longitudinal Teeth (2023)
Driven Strip Foundation Block with a Toothed Lower Part (2023)
Method for Determining the Density of Fine Earth in a Dry State (2022)
Method for Determining Compressive Stresses Arising at the Head of a Pile under Hammer Blows (2022)
Method for Determining the Maximum Soil Density (2022)
Method for Determining the Mass of Fine Earth in a Soil Mixture (2021)
Method for Determining the Dry Density of Fine Earth (2021)
Method for Determining the Bearing Capacity of a Driven Pyramid-Prismatic Friction Pile (2019)
Method for Determining the Bearing Capacity of a Driven Friction Pile with Flat Pyramid-Shaped Shafts (2019)
Driven Reinforced Concrete Pile (2018)
Eccentrically Loaded Pile Foundation (2018)
