Распечатать страницу

9

ЭФФЕКТИВНОСТЬ ПРИМЕНЕНИЯ ЦЕМЕНТОГРУНТОВЫХ СВАЙ

132-141

УДК 624.154.5

DOI: 10.17816/2542-1468-2026-3-132-141

Шифр ВАК 4.3.4

В.И. Запруднов¹, Н.Г. Серегин²

¹ФГАОУ ВО «Московский государственный технический университет имени Н.Э. Баумана (национальный исследовательский университет)» (Мытищинский филиал), Россия, 141005, Московская обл., г. Мытищи, ул. 1-я Институтская, д. 1

²ФГБОУ ВО «Московский государственный строительный университет (национальный исследовательский университет)» (НИУ МГСУ), Россия, 129337, г. Москва, Ярославское ш., д. 26

SereginNG@mgsu.ru

Рассмотрена технико-экономическая эффективность сооружения свайных фундаментов буросмесительным способом с механоактивацией грунтов. Проанализированы различные конструкции и технологии возведения свайных фундаментов. Описаны основные наиболее перспективные технологические процессы изготовления свайных фундаментов. Обоснованы преимущества сооружения свайных фундаментов буросмесительным способом с механоактивацией грунтов. Приведены результаты расчетов сравнения технико-экономических показателей при сооружении видов и конструкций фундаментов. Представлены выводы и даны рекомендации по сооружению фундаментов малоэтажных зданий.

Ключевые слова: технико-экономическая эффективность, свайные фундаменты, цементогрунтовые сваи, буросмесительный способ, механоактивация грунтов

Ссылка для цитирования: Запруднов В.И., Серегин Н.Г. Эффективность применения цементогрунтовых свай // Лесной вестник / Forestry Bulletin, 2026. Т. 30. № 3. С. 132–141. DOI: 10.17816/2542-1468-2026-3-132-141

Список литературы

[1] Серегин Н.Г., Запруднов В.И. Механоактивационный способ получения вяжущего для устройства цементогрунтовых свай // Лесной вестник / Forestry Bulletin, 2023. Т. 27. № 1. С. 114–120. DOI: 10.18698/2542-1468-2023-1-114-120

[2] Серегин Н.Г., Запруднов В.И. Определение оптимальных составов цементогрунтов при устройстве свайных фундаментов буросмесительным способом // Лесной вестник / Forestry Bulletin, 2021. Т. 25. № 5. С. 106–110. DOI: 10.18698/2542-1468-2021-5-106-110

[3] Seregin N. Strengthening of Soils During the Construction of Cement-Ground Piles // Fundamental and Applied Scientific Research in the Development of Agriculture in the Far East (AFE-2022), 2023, pp. 119–126. DOI:10.1007/978-3-031-36960-5_15

[4] Omarov A., Zhussupbekov A., Kaliakin V. Investigations of piles by bidirectional static loading test in Astana soils // E3S Web of Conferences, 2023, v. 457, no. 02057.

[5] Omarov A., Zhussupbekov A., Kaliakin V., Chang D.-W., Dhanya J.S. Comparison of the results of different types of testing piles with static load to predict the load capacity of piles // J. of Applied Science and Engineering (Taiwan), 2025, no. 28(1), pp. 163–174.

[6] Omarov A.R., Zhussupbekov A.Zh., Sarsembayeva A.S., Issakulov A.B., Buranbayeva A.M. Numerical modelling micro piles and evaluation of the o-cell test results // News of the National Academy of Sciences of the Republic of Kazakhstan, Series of Geology and Technical Sciences, 2023, no. 5(461), pp. 190–201. https://doi.org/10.32014/2023.2518-170X.342

[7] Omarov A.R., Zhussupbekov A.Z., Mussakhano va S.T., Issakulov A.B. Analysis of interaction of precast concrete joint piles with problematic soil conditions Prorva // Smart Geotechnics for Smart Societies, 2023, pp. 1385–1394.

[8] Omarov A., Sarsembayeva A., Zhussupbekov A., Nurgozhina M., Yeleussinova A., Isakulov B. Bearing Ca pacity of Precast Concrete Joint Micropile Foundations in Embedded Layers: Predictions from Dynamic and Static Load Tests according to ASTM Standards // Infrastructures, 2024, no. 9(7), p. 104.

[9] Mussakhanova S., Zhussupbekov A., Omarov A., Abilmazhenov T., Issakulov A. Features of test ing piles for high-rise buildings in difficult soil condi tions in Astana // International J. of Geomate, 2023, no. 25(110), pp. 106–113.

[10] Buranbayeva A., Zhussupbekov A., Sarsembayeva A., Omarov A. Evaluation of the Structural Health Monitoring Results of the Applied Fiber Optics in the Pile Raft Foundations of a High-Rise Building // Applied Sciences (Switzerland), 2022, no. 12(22),p. 11728.

[11] Zhussupbekov A., Mangushev R., Omarov A. Geotechnical Piling Construction and Testing on Prob lematical Soil Ground of Kazakhstan and Russia // Lecture Notes in Civil Engineering, 2021, no. 112, pp. 89–107.

[12] Issakulov A., Omarov A., Zhussupbekov A., Mussakhanova S., Issakulov B. Investigation of the in teraction of the bored micro pile by dds (fdp) technology with the soil ground // International J. of Geomate, 2023, no. 24(105), pp. 11–17.

[13] Buranbayeva A.M., Zhussupbekov A., Oma rov A.R. Numerical analysis and geomonitoring of be haviour of foundation of Abu-Dhabi Plaza in Nur-Sul tan // J. of Physics: Conference Series, 2021, no. 1928(1),p. 012033.

[14] Zhussupbekov A., Kaliakin V., Chang D.-W., Omarov A. Investigation of Interaction of Piles at New Cargo Sea Transportation Route and LRT Projects with Problematic Soils of Kazakhstan // Lecture Notes in Civil Engineering, 2022, no. 164, pp. 945–957.

[15] Omarov A.R., Kuderin M., Zhussupbekov A., Kaliakin V.N., Iskakov S. Vibration measurements at a new monument in nursultan city // International J. of Geomate, 2021, no. 21(85), pp. 24–31.

[16] Zhussupbekov A., Morev I., Omarov A., Borgekova K., Zhukenova G. Geotechnical consider ations of piling testing in problematical soils of West Kazakhstan // International J. of Geomate, 2018, no. 15(47), pp. 111–117.

[17] Zhussupbekov A., Omarov A., Tanyrbergenova G. Design of anchored diaphragm wall for deep excavation // International J. of Geomate, 2019, no. 16(58), pp.139–144.

[18] Zhussupbekov A., Chang D.-W., Utepov Y., Borgekova K., Omarov A. Estimating the Driven Pile Ca pacities for COF Project in West Kazakhstan // Soil Mechan ics and Foundation Engineering, 2019, no. 56(2), pp. 121–127.

[19] Zhussupbekov A., Omarov A., Morev I., Ash key E., Borgekova K., Popov V. Analysis results of static and dynamic loads tests of pile foundations in construc tions site of Expo-2017 // ICSMGE 2017 — 19th International Conference on Soil Mechanics and Geotechnical Engineering, Seoul, 17–22 September 2017, pp. 3079–3082.

[20] Ang J. B., Fredriksson P. G. Trade, global policy and the environment // J. of Comparative Economics, 2018, no. 46, pp. 616–633.

[21] Baraffe H.D., Cosson M., Bect J. A novel non-intrusive approximation method to obtain fast and accurate multi-period load-flows for distribution net work planning // Electric Power Systems Research, 2018, v. 154, pp. 444–451.

[22] Garmanov G., Urazaeva N. The paper presents design and calculation of cost effectiveness of various types of foundations on the example of the city of Vologda // Procedia Engineering, 2015, no. 117, pp. 465–475.

[23] Aguiar dos Santos R., Rogério Esquivel E. Saturated anisotropic hydraulic conductivity of a compacted lateritic soil // J. of Rock Mechanics and Geotechnical Engineering, 2018, no. 10, pp. 986–991.

[24] Lu Z., Xian S., Yao H., Fang R., She J. Influence of freeze thaw cycles in the presence of a supplementary water supply on mechanical properties of compacted soil // Cold Regions Science and Technology, 2019, no. 157, pp. 4252.

[25] Sakai T., Nakano M. Interpretation of the mechanical behavior of embankments having various compaction properties based on the soil skeleton structure // Soils and Foundations, 2015, no. 55, pp. 1069–1085.

[26] Kumor Ł.A., Kumor M.K. Changes in mechanical parameters of soil, considering the effect of additional compaction of embankment // Transportation Research Procedia, 2016, no. 14, pp. 787–796.

[27] Hong Z. Executive labor market segmentation: How local market density affects incentives and performance // J. of Corporate Finance, 2018, v. 50, pp 1–21.

[28] Baril G.L., Wright J.C. Different types of moral cognition: Moral stages versus moral foundations // Personality and Individual Differences, 2012, v. 53, iss. 4, pp. 468–473.

[29] Kong G., Cao T., Hao Y., Zhou Y., Ren L. Thermomechanical properties of an energy micro pile — raft foundation in silty clay // Underground Space, 2019, no. 6 (3), pp. 1–9.

[30] Li J., Wang X., Guo Y., Yu X. Vertical bearing capacity of the pile foundation with restriction plate via centrifuge modelling // Ocean Engineering, 2019, v. 181, pp. 109–120.

[31] Santos R., Esquivel E. Saturated anisotropic hydraulic conductivity of a compacted lateritic soil // J. of Rock Mechanics and Geotechnical Engineering, 2018, v. 10, iss. 5, pp. 986–991.

[32] Zhao R., Hui R., Liu L., Xie M., An L. Effects of snowfall depth on soil physical–chemical properties and soil microbial biomass in moss – dominated crusts in the Gurbantunggut Desert, Northern China // Catena, 2018, v. 169, pp. 175–182.

[33] Zhang Q., Shao M., Jia X., Wei X. Changes in soil physical and chemical properties after short drought stress in semi humid forests // Geoderma, 2019, v. 338, pp. 170–177.

[34] Kante N., Kryshchuk M., Lavendels J. Charged Particle Location Modeling Based Experiment Plan Acquisition Method // Procedia Computer Science, 2017, v. 104, pp. 592–597.

[35] Hong Y., Wang Y., Wu J., Jiao L., Chang X. Developing a mathematical modeling method for determining the potential rates of microbial ammonia oxidation and nitrite oxidation in environmental samples // International Biodeterioration & Biodegradation, 2018, v. 133, pp. 116–123.

[36] Jayanudin J., Fahrurrozi M., Wirawan S.K., Rochmadi R. Mathematical modeling of the red ginger oleoresin release from chitosan-based microcapsules using emulsion crosslinking method // Engineering Science and Technology, 2019, v. 22, iss. 2, pp. 458–467.

[37] Stephenson C.L., Harris C.A. An assessment of dietary exposure to glyphosate using refined deterministic and probabilistic methods // Food and Chemical Toxicology, 2016, v. 95, pp. 28–41.

Сведения об авторах

Запруднов Вячеслав Ильич — д-р техн. наук, профессор, ФГАОУ ВО «Московский государственный технический университет имени Н.Э. Баумана (национальный исследовательский университет)» (Мытищинский филиал), zaprudnov@bmstu.ru

Серегин Николай Григорьевич — канд. техн. наук, доцент, ФГБОУ ВО «Московский государственный строительный университет (национальный исследовательский университет)» (НИУ МГСУ), SereginNG@mgsu.ru

CEMENT-BASED PILES APPLICATION EFFICIENCY

V.I. Zaprudnov¹, N.G. Seregin²

¹BMSTU (Mytishchi Branch), 1, 1st Institutskaya st., 141005, Mytishchi, Moscow reg., Russia

²National Research Moscow State University of Civil Engineering, 26, Yaroslavl highway, 129337, Moscow, Russia

SereginNG@mgsu.ru

The article considers the technical and economic efficiency of piled foundations e construction by boring and mixing method with mechanical activation of soils. Various designs and technologies for the construction of piled foundations are analyzed. The main and most promising technological processes for the manufacture of piled foundations are described. The advantages of constructing piled foundations by boring and mixing method with mechanical activation of soils are substantiated. The results of calculations comparing technical and economic indicators in the construction of types and structures of foundations are presented. Conclusions and recommendations on the construction of foundations of low-rise buildings are given.

Keywords: technical and economic efficiency, piled foundations, cement-based piles, boring and mixing method, mechanical activation of soils

Suggested citation: Zaprudnov V.I., Seregin N.G. Effektivnost’ primeneniya tsementogruntovykh svay [Cement-based piles application efficiency]. Lesnoy vestnik / Forestry Bulletin, 2026, vol. 30, no. 3, pp. 132–141. DOI: 10.17816/2542-1468-2026-3-132-141

References

[1] Seregin N.G., Zaprudnov V.I. Mekhanoaktivatsionnyy sposob polucheniya vyazhushchego dlya ustroystva tsementogruntovykh svay [Mechanical activation method for obtaining cement-ground piles binder]. Lesnoy vestnik / Forestry Bulletin, 2023, vol. 27, no. 1, pp. 114–120. DOI: 10.18698/2542-1468-2023-1-114-120

[2] Seregin N.G., Zaprudnov V.I. Opredelenie optimal’nykh sostavov tsementogruntov pri ustroystve svaynykh fundamentov burosmesitel’nym sposobom [Optimal composition test of cement primers in pile foundation construction by boriing and mixing method]. Lesnoy vestnik / Forestry Bulletin, 2021, vol. 25, no. 5, pp. 106–110. DOI: 10.18698/2542-1468-2021-5-106-110

[3] Seregin N. Strengthening of Soils During the Construction of Cement-Ground Piles. Fundamental and Applied Scientific Research in the Development of Agriculture in the Far East (AFE-2022), 2023, pp. 119–126. DOI:10.1007/978-3-031-36960-5_15

[4] Omarov A., Zhussupbekov A., Kaliakin V. Investigations of piles by bidirectional static loading test in Astana soils. E3S Web of Conferences, 2023, v. 457, no. 02057.

[5] Omarov A., Zhussupbekov A., Kaliakin V., Chang D.-W., Dhanya J.S. Comparison of the results of different types of testing piles with static load to predict the load capacity of piles. J. of Applied Science and Engineering (Taiwan), 2025, no. 28(1), pp. 163–174.

[6] Omarov A.R., Zhussupbekov A.Zh., Sarsembayeva A.S., Issakulov A.B., Buranbayeva A.M. Numerical modelling micro piles and evaluation of the o-cell test results. News of the National Academy of Sciences of the Republic of Kazakhstan, Series of Geology and Technical Sciences, 2023, no. 5(461), pp. 190–201. https://doi.org/10.32014/2023.2518-170X.342

[7] Omarov A.R., Zhussupbekov A.Z., Mussakhano va S.T., Issakulov A.B. Analysis of interaction of precast concrete joint piles with problematic soil conditions Prorva. Smart Geotechnics for Smart Societies, 2023, pp. 1385–1394.

[8] Omarov A., Sarsembayeva A., Zhussupbekov A., Nurgozhina M., Yeleussinova A., Isakulov B. Bearing Ca pacity of Precast Concrete Joint Micropile Foundations in Embedded Layers: Predictions from Dynamic and Static Load Tests according to ASTM Standards . Infrastructures, 2024, no. 9(7), p. 104.

[9] Mussakhanova S., Zhussupbekov A., Oma rov A., Abilmazhenov T., Issakulov A. Features of test ing piles for high-rise buildings in difficult soil condi tions in Astana. International J. of Geomate, 2023, no. 25(110), pp. 106–113.

[10] Buranbayeva A., Zhussupbekov A., Sarsembayeva A., Omarov A. Evaluation of the Structural Health Monitoring Results of the Applied Fiber Optics in the Pile Raft Foundations of a High-Rise Building. Applied Sciences (Switzerland), 2022, no. 12(22),p. 11728.

[11] Zhussupbekov A., Mangushev R., Omarov A. Geotechnical Piling Construction and Testing on Prob lematical Soil Ground of Kazakhstan and Russia. Lecture Notes in Civil Engineering, 2021, no. 112, pp. 89–107.

[12] Issakulov A., Omarov A., Zhussupbekov A., Mussakhanova S., Issakulov B. Investigation of the in teraction of the bored micro pile by dds (fdp) technology with the soil ground. International J. of Geomate, 2023, no. 24(105), pp. 11–17.

[13] Buranbayeva A.M., Zhussupbekov A., Oma rov A.R. Numerical analysis and geomonitoring of be haviour of foundation of Abu-Dhabi Plaza in Nur-Sul tan. J. of Physics: Conference Series, 2021, no. 1928(1),p. 012033.

[14] Zhussupbekov A., Kaliakin V., Chang D.-W., Omarov A. Investigation of Interaction of Piles at New Cargo Sea Transportation Route and LRT Projects with Problematic Soils of Kazakhstan. Lecture Notes in Civil Engineering, 2022, no. 164, pp. 945–957.

[15] Omarov A.R., Kuderin M., Zhussupbekov A., Kaliakin V.N., Iskakov S. Vibration measurements at a new monument in nursultan city. International J. of Geomate, 2021, no. 21(85), pp. 24–31.

[16] Zhussupbekov A., Morev I., Omarov A., Borgekova K., Zhukenova G. Geotechnical consider ations of piling testing in problematical soils of West Kazakhstan. International J. of Geomate, 2018, no. 15(47), pp. 111–117.

[17] Zhussupbekov A., Omarov A., Tanyrbergenova G. Design of anchored diaphragm wall for deep excavation. International J. of Geomate, 2019, no. 16(58), pp.139–144.

[18] Zhussupbekov A., Chang D.-W., Utepov Y., Borgekova K., Omarov A. Estimating the Driven Pile Ca pacities for COF Project in West Kazakhstan. Soil Mechan ics and Foundation Engineering, 2019, no. 56(2), pp. 121–127.

[19] Zhussupbekov A., Omarov A., Morev I., Ash key E., Borgekova K., Popov V. Analysis results of static and dynamic loads tests of pile foundations in construc tions site of Expo-2017 // ICSMGE 2017 — 19th International Conference on Soil Mechanics and Geotechnical Engineering, Seoul, 17–22 September 2017, pp. 3079–3082.

[20] Ang J. B., Fredriksson P. G. Trade, global policy and the environment. J. of Comparative Economics, 2018, no. 46, pp. 616–633.

[21] Baraffe H.D., Cosson M., Bect J. A novel non-intrusive approximation method to obtain fast and accurate multi-period load-flows for distribution net work planning. Electric Power Systems Research, 2018, v. 154, pp. 444–451.

[22] Garmanov G., Urazaeva N. The paper presents design and calculation of cost effectiveness of various types of foundations on the example of the city of Vologda. Procedia Engineering, 2015, no. 117, pp. 465–475.

[23] Aguiar dos Santos R., Rogério Esquivel E. Saturated anisotropic hydraulic conductivity of a compacted lateritic soil. J. of Rock Mechanics and Geotechnical Engineering, 2018, no. 10, pp. 986–991.

[24] Lu Z., Xian S., Yao H., Fang R., She J. Influence of freeze thaw cycles in the presence of a supplementary water supply on mechanical properties of compacted soil. Cold Regions Science and Technology, 2019, no. 157, pp. 4252.

[25] Sakai T., Nakano M. Interpretation of the mechanical behavior of embankments having various compaction properties based on the soil skeleton structure. Soils and Foundations, 2015, no. 55, pp. 1069–1085.

[26] Kumor Ł.A., Kumor M.K. Changes in mechanical parameters of soil, considering the effect of additional compaction of embankment. Transportation Research Procedia, 2016, no. 14, pp. 787–796.

[27] Hong Z. Executive labor market segmentation: How local market density affects incentives and performance. J. of Corporate Finance, 2018, v. 50, pp 1–21.

[28] Baril G.L., Wright J.C. Different types of moral cognition: Moral stages versus moral foundations. Personality and Individual Differences, 2012, v. 53, iss. 4, pp. 468–473.

[29] Kong G., Cao T., Hao Y., Zhou Y., Ren L. Thermomechanical properties of an energy micro pile — raft foundation in silty clay. Underground Space, 2019, no. 6 (3), pp. 1–9.

[30] Li J., Wang X., Guo Y., Yu X. Vertical bearing capacity of the pile foundation with restriction plate via centrifuge modelling. Ocean Engineering, 2019, v. 181, pp. 109–120.

[31] Santos R., Esquivel E. Saturated anisotropic hydraulic conductivity of a compacted lateritic soil. J. of Rock Mechanics and Geotechnical Engineering, 2018, v. 10, iss. 5, pp. 986–991.

[32] Zhao R., Hui R., Liu L., Xie M., An L. Effects of snowfall depth on soil physical–chemical properties and soil microbial biomass in moss – dominated crusts in the Gurbantunggut Desert, Northern China. Catena, 2018, v. 169, pp. 175–182.

[33] Zhang Q., Shao M., Jia X., Wei X. Changes in soil physical and chemical properties after short drought stress in semi humid forests. Geoderma, 2019, v. 338, pp. 170–177.

[34] Kante N., Kryshchuk M., Lavendels J. Charged Particle Location Modeling Based Experiment Plan Acquisition Method. Procedia Computer Science, 2017, v. 104, pp. 592–597.

[35] Hong Y., Wang Y., Wu J., Jiao L., Chang X. Developing a mathematical modeling method for determining the potential rates of microbial ammonia oxidation and nitrite oxidation in environmental samples. International Biodeterioration & Biodegradation, 2018, v. 133, pp. 116–123.

[36] Jayanudin J., Fahrurrozi M., Wirawan S.K., Rochmadi R. Mathematical modeling of the red ginger oleoresin release from chitosan-based microcapsules using emulsion crosslinking method. Engineering Science and Technology, 2019, v. 22, iss. 2, pp. 458–467.

[37] Stephenson C.L., Harris C.A. An assessment of dietary exposure to glyphosate using refined deterministic and probabilistic methods. Food and Chemical Toxicology, 2016, v. 95, pp. 28–41.

Authors’ information

Zaprudnov Vyacheslav Il’ich — Dr. Sci. (Tech.), Professor of the BMSTU (Mytishchi branch), zaprudnov@bmstu.ru

Seregin Nikolay Grigor’evich — Cand. Sci. (Tech.), Associate Professor of the Moscow State Building University, SereginNG@mgsu.ru