AbstractAbout AuthorsReferences
During the construction of civil, transport and reconstructed objects with deep pits in conditions of dense construction, it is often necessary to use additional protective measures that do not go beyond the boundaries of the projected pit. The article discusses the use of prestressed struts and transverse walls (for pits with struts), as well as the use of two types of buttresses (for pits with struts). To assess the effectiveness, 6 calculated three-dimensional schemes were modeled, and the effect of the measures under consideration was estimated by horizontal movements of the fence wall. A special feature of the calculation was the modeling of the fence with volumetric elements, taking into account the gaps between the concreting grips, in order to correctly account for the rigidity and actual thickness of the structures. According to the results of the calculation, the effectiveness of the measures under consideration is noted, especially the use of temporary transverse walls.
D.Yu. CHUNYUK, Candidate of Sciences (Engeneering) (This email address is being protected from spambots. You need JavaScript enabled to view it.),
V.S. GRISHIN, engineer (This email address is being protected from spambots. You need JavaScript enabled to view it.)
V.S. GRISHIN, engineer (This email address is being protected from spambots. You need JavaScript enabled to view it.)
National Research Moscow State University of Civil Engineering (26, Yaroslavskoe Shosse, Moscow, 129337, Russian Federation)
1. Dalidovskaya A.A., Pastushkov V.G. Protective measures in the construction of ground structures over existing underground ones. Nauka i tekhnika. 2020. Vol. 19. No. 5, pp. 377–383. (In Russian). DOI 10.21122/2227-1031-2020-19-5-377-383
2. Chunyuk D.Yu., Selviyan S.M. Assessment of geotechnical risks in the construction of underground structures in an open and closed manner. Ekonomika stroitel’stva. 2022. No. 9, pp. 114–121. (In Russian).
3. Sokolov N.S., Sokolov A.N., Sokolov S.N., Glush-kov V.E., Glushkov A.E. Calculation of flight augering piles of high bearing capacity. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2017. No. 11, pp. 20–26. (In Russian).
4. Mangushev R.A., Konyushkov V.V., Kondratieva L.N., Kirillov V.M. Methodology for calculating the technological precipitation of the foundations of the foundations of buildings of neighboring buildings when constructing pits. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2019. No. 9, pp. 3–11. (In Russian). DOI 10.31659/0044-4472-2019-9-3-10
5. Mangushev R.A., Konyushkov V.V., Sapin D.A. Geotechnical engineering surveys during construction and reconstruction in conditions of dense urban development. Promyshlennoe i grazhdanskoe stroitel’stvo. 2016. No. 5, pp. 47–54. (In Russian).
6. Shulyatyev O.A., Minakov D.K. Experimental and numerical studies of changes in the stress-strain state of a soil massif during the construction of a wall in a trench-type soil. Vestnik NITs Stroitel’stvo. 2018. No. 2 (17), pp. 118–135. (In Russian).
7. Chunyuk, D. Yu., Selviyan S. M. Determination of the probability of occurrence of excess deformations of buildings in the zone of influence of deep pits. Ekonomika stroitel’stva. 2022. No. 1 (73), pp. 54–61. (In Russian).
8. Konyushkov V.V., Zhusupbekov A. Zh., Lushnikov V.V., Popova A.V. Construction of a multi-level underground structure in modern urban development. Vestnik grazhdanskikh inzhenerov. 2019. No. 6 (77), pp. 166–174. (In Russian). DOI 10.23968/1999-5571-2019-16-6-166-174
9. Ilyichev V.A., Nikiforova N.S., Konnov A.V. Protection of the surrounding development by summing up the foundation plate taking into account the technological mechanics of soils. Izvestiya vysshikh uchebnykh zavedenii. Tekhnologiya tekstil’noi promyshlennosti. 2019. No. 3 (381), pp. 224–228. (In Russian).
10. Nikiforova N.S., Konnov A.V., Nguyen V.H., Prostotina L.A. The influence of the device of shut–off screens made using jet technology on the sediment of the surrounding buildings. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2019. No. 7, pp. 3–8. (In Russian). DOI 10.31659/0044-4472-2019-7-3-8
11. Ilyichev V.A., Nikiforova N.S., Gotman Yu.A., Trofimov E.Yu. Anchors with additional cementation as an active method of protecting buildings and communications in the zone of influence of deep pits. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2014. No. 6, pp. 35–38. (In Russian).
12. Shulyatyev O.A. Mozgacheva O.A., Myshinsky V.E. The experience of designing and constructing protective measures in the form of a geotechnical barrier by the method of compensatory injection. Fundamenty. 2021. No. 2 (4), pp. 18–23. (In Russian).
13. Mozgacheva O.A. Experience in designing and constructing protective measures in the form of a geotechnical barrier using the method of compensatory injection. Primenenie gidrorazryvnoi tekhnologii v praktike stroitel’stva: Conference materials. Moscow, May 21, 2021. Moscow: Scientific Research Center “Construction”. 2022, pp. 113–138. DOI 10.37538/2713-1149-2022-113-138
14. Kivlyuk V.P., Isaev I.O., Alekseev V.A., Shishkina V.V. Application of compensatory injection technology to ensure the safety of surrounding buildings during the construction of station complexes. Geotekhnika. 2021. Vol. 13. No. 1, pp. 56–67. (In Russian). DOI 10.25296/2221-5514-2021-13-1-56-66.
15. Ilyichev V.A., Nikiforova N.S., Gotman Yu.A. Analysis of the use of active and passive methods of protection of existing buildings in underground construction. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2013. No. 6, pp. 25–27. (In Russian).
16. Ilyichev V.A., Nikiforova N.S., Gotman Yu.A., Trofimov E.Yu. The effectiveness of the use of active and passive methods of environmental protection in the zone of influence of underground construction. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2015. No. 6, pp. 11–15. (In Russian).
17. Mangushev R.A., Osokin A.I., Kalach F.N. Ensuring the safety of historical buildings during the development of underground space in the urban environment. Moscow: Pero. 2021, pp. 184–194.
18. Clough Wayne, O’Rourke Thomas. Construction induced movements of in situ wall. Geotechnical Special Publication. 1990, pр. 439–470. (In Russian).
19. Hsieh Pio-Go, Ou Chang-Yu. Shape of ground surface settlement profiles caused by excavation. Canadian Geotechnical Journal. 2011. 35, pр. 1004–1017. 10.1139/t98-056
20. Lim Aswin, Ou Chang-Yu, Hsieh Pio-Go. Investigation of the integrated retaining system to limit deformations induced by deep excavation. Acta Geotechnica. 2018. 13. 10.1007/s11440-017-0613-6
21. Lim Aswin, Ou Chang-Yu, Hsieh Pio-Go. A novel strut-free retaining wall system for deep excavation in soft clay: numerical study. Acta Geotechnica. 2020. 15. 10.1007/s11440-019-00851-5
22. Lim Aswin, Ou Chang-Yu, Hsieh Pio-Go. An innovative earth retaining supported system for deep excavation. Computers and Geotechnics. 2019. 114. 103135. 10.1016/j.compgeo.2019.103135
2. Chunyuk D.Yu., Selviyan S.M. Assessment of geotechnical risks in the construction of underground structures in an open and closed manner. Ekonomika stroitel’stva. 2022. No. 9, pp. 114–121. (In Russian).
3. Sokolov N.S., Sokolov A.N., Sokolov S.N., Glush-kov V.E., Glushkov A.E. Calculation of flight augering piles of high bearing capacity. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2017. No. 11, pp. 20–26. (In Russian).
4. Mangushev R.A., Konyushkov V.V., Kondratieva L.N., Kirillov V.M. Methodology for calculating the technological precipitation of the foundations of the foundations of buildings of neighboring buildings when constructing pits. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2019. No. 9, pp. 3–11. (In Russian). DOI 10.31659/0044-4472-2019-9-3-10
5. Mangushev R.A., Konyushkov V.V., Sapin D.A. Geotechnical engineering surveys during construction and reconstruction in conditions of dense urban development. Promyshlennoe i grazhdanskoe stroitel’stvo. 2016. No. 5, pp. 47–54. (In Russian).
6. Shulyatyev O.A., Minakov D.K. Experimental and numerical studies of changes in the stress-strain state of a soil massif during the construction of a wall in a trench-type soil. Vestnik NITs Stroitel’stvo. 2018. No. 2 (17), pp. 118–135. (In Russian).
7. Chunyuk, D. Yu., Selviyan S. M. Determination of the probability of occurrence of excess deformations of buildings in the zone of influence of deep pits. Ekonomika stroitel’stva. 2022. No. 1 (73), pp. 54–61. (In Russian).
8. Konyushkov V.V., Zhusupbekov A. Zh., Lushnikov V.V., Popova A.V. Construction of a multi-level underground structure in modern urban development. Vestnik grazhdanskikh inzhenerov. 2019. No. 6 (77), pp. 166–174. (In Russian). DOI 10.23968/1999-5571-2019-16-6-166-174
9. Ilyichev V.A., Nikiforova N.S., Konnov A.V. Protection of the surrounding development by summing up the foundation plate taking into account the technological mechanics of soils. Izvestiya vysshikh uchebnykh zavedenii. Tekhnologiya tekstil’noi promyshlennosti. 2019. No. 3 (381), pp. 224–228. (In Russian).
10. Nikiforova N.S., Konnov A.V., Nguyen V.H., Prostotina L.A. The influence of the device of shut–off screens made using jet technology on the sediment of the surrounding buildings. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2019. No. 7, pp. 3–8. (In Russian). DOI 10.31659/0044-4472-2019-7-3-8
11. Ilyichev V.A., Nikiforova N.S., Gotman Yu.A., Trofimov E.Yu. Anchors with additional cementation as an active method of protecting buildings and communications in the zone of influence of deep pits. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2014. No. 6, pp. 35–38. (In Russian).
12. Shulyatyev O.A. Mozgacheva O.A., Myshinsky V.E. The experience of designing and constructing protective measures in the form of a geotechnical barrier by the method of compensatory injection. Fundamenty. 2021. No. 2 (4), pp. 18–23. (In Russian).
13. Mozgacheva O.A. Experience in designing and constructing protective measures in the form of a geotechnical barrier using the method of compensatory injection. Primenenie gidrorazryvnoi tekhnologii v praktike stroitel’stva: Conference materials. Moscow, May 21, 2021. Moscow: Scientific Research Center “Construction”. 2022, pp. 113–138. DOI 10.37538/2713-1149-2022-113-138
14. Kivlyuk V.P., Isaev I.O., Alekseev V.A., Shishkina V.V. Application of compensatory injection technology to ensure the safety of surrounding buildings during the construction of station complexes. Geotekhnika. 2021. Vol. 13. No. 1, pp. 56–67. (In Russian). DOI 10.25296/2221-5514-2021-13-1-56-66.
15. Ilyichev V.A., Nikiforova N.S., Gotman Yu.A. Analysis of the use of active and passive methods of protection of existing buildings in underground construction. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2013. No. 6, pp. 25–27. (In Russian).
16. Ilyichev V.A., Nikiforova N.S., Gotman Yu.A., Trofimov E.Yu. The effectiveness of the use of active and passive methods of environmental protection in the zone of influence of underground construction. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2015. No. 6, pp. 11–15. (In Russian).
17. Mangushev R.A., Osokin A.I., Kalach F.N. Ensuring the safety of historical buildings during the development of underground space in the urban environment. Moscow: Pero. 2021, pp. 184–194.
18. Clough Wayne, O’Rourke Thomas. Construction induced movements of in situ wall. Geotechnical Special Publication. 1990, pр. 439–470. (In Russian).
19. Hsieh Pio-Go, Ou Chang-Yu. Shape of ground surface settlement profiles caused by excavation. Canadian Geotechnical Journal. 2011. 35, pр. 1004–1017. 10.1139/t98-056
20. Lim Aswin, Ou Chang-Yu, Hsieh Pio-Go. Investigation of the integrated retaining system to limit deformations induced by deep excavation. Acta Geotechnica. 2018. 13. 10.1007/s11440-017-0613-6
21. Lim Aswin, Ou Chang-Yu, Hsieh Pio-Go. A novel strut-free retaining wall system for deep excavation in soft clay: numerical study. Acta Geotechnica. 2020. 15. 10.1007/s11440-019-00851-5
22. Lim Aswin, Ou Chang-Yu, Hsieh Pio-Go. An innovative earth retaining supported system for deep excavation. Computers and Geotechnics. 2019. 114. 103135. 10.1016/j.compgeo.2019.103135
For citation: Chunyuk D.Yu., Grishin V.S. The effectiveness of the use of certain types of protective constructive measures in the development of the pit. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2023. No. 5, pp. 35–41. (In Russian). DOI: https://doi.org/10.31659/0044-4472-2023-5-35-41