Improving the efficiency of shallow foundations
https://doi.org/10.31660/2782-232X-2022-1-65-72
Abstract
This article focuses on the creation of more efficient designs of shallow foundations. The ways of optimizing the designs of pile foundations and strip foundations, as well as some nonstandard foundations with rarely used ("atypical") construction are reviewed; the advantages and disadvantages of various solutions and their features are outlined.
About the Authors
V. F. Baj
Industrial University of Tyumen
Russian Federation
Russian Federation
Vladimir F. Baj, Candidate in Engineering, Associate Professor, Head at the Department of Building Constructions
Tyumen
V. S. Safaryan
Industrial University of Tyumen
Russian Federation
Russian Federation
Vage S. Safaryan, Assistant at the Department of Building Constructions
Tyumen
References
1. Borodachev, N. M. (1972). Ob upravlenii raspredeleniem reaktivnykh davleniy pod podoshvoy fundamenta. Soprotivlenie materialov i teoriya sooruzheniy: respublikanskiy mezhvedomstvennyy nauchno-tekhnicheskiy sbornik. Vypusk 18. Kiev, Budivel'nik Publ., pp. 8-11. (In Russian).
2. Gorbunov-Posadov, M. I., Il'ichev, V. A., Krutov, V. I., Konovalov, P. A., Smorodinov, M. I., Sorochan, E. A., … Shapiro, A. V. (1985). Osnovaniya, fundamenty i podzemnye sooruzheniya. Moscow, Stroyizdat Publ., 480 p. (In Russian).
3. Tetior, A. N. (2010). Fundamenty. Moscow, Academia Publ., 400 p. (In Russian).
4. Gritsuk, M. S. (1998). Ratsional'nye konstruktsii plit dlya lentochnykh fundamentov. Diss. dokt. tekhn. nauk. Brest, 283 p. (In Russian).
5. Krutov, V. I., Sorochan, E. A., & Kovalev, V. A. (2008). Fundamenty melkogo zalozheniya: ratsional'nye konstruktsii i tekhnologii ustroystva. Moscow, ASV Publ., 232 p. (In Russian).
6. Gersevanov, N. M., & Pol'shin, D. E. (1948). Teoreticheskie osnovy mekhaniki gruntov i ikh prakticheskie primeneniya. Moscow, Gosstroyizdat Publ., 68 p. (In Russian).
7. Arkhipov, D. N. (2006). Vzaimodeystvie gruntovogo osnovaniya i sbornykh lentochnykh osnov s geometricheskoy izmenyaemoy vidimost'yu podoshvy. Avtoref. diss. … kand. tekhn. nauk. Volgograd, 24 p. (In Russian).
8. Glushkov, A. V. (2016). Vliyanie formy i razmerov podoshvy fundamentov na napryazhennodeformirovannoe sostoyanie osnovaniya. Avtoref. diss. … kand. tekhn. nauk. Tyumen, 22 p. (In Russian).
9. Martyusheva, A. I. (2017). Modelirovanie deformatsiy osnovaniya pod shtampami s razlichnoy formoy podoshvy. Neft' i gaz Zapadnoy Sibiri: materialy Mezhdunarodnoy nauchno-tekhnicheskoy konferentsii, November 2-3, 2017. Tyumen, Industrial University of Tyumen, pp. 154–157. (In Russian).
10. Safaryan, V. S., Baj, V. F., & Erenchinov, S. A. (2021). Effective shallow foundations. Ingineering Journal of Don, (2), pp. 270-277. (In Russian). Available at: http://www.ivdon.ru/ru/magazine/archive/n2y2021/6825 (date of the application: 02.03.2022).
11. Krasovitskiy, M. Yu. (2011). Proektirovanie fundamentov promyshlennykh i grazhdanskiy zdaniy. Moscow, MIIT Publ., 137 p. (In Russian).
12. Maltseva, T., Nabokov, A., Novikov, Y., & Sokolov, V. (2016). The method of calculating the settlement of weak ground strengthened with the reinforced sandy piles. MATEC Web of Conferences, April 27- 29, 2016. Tyumen, EDP Sciences Publ., pp. 01015. (In Russian). Available at: https://doi.org/10.1051/matecconf/20167301015.
Review
For citations:
Baj V.F., Safaryan V.S. Improving the efficiency of shallow foundations. Architecture, Construction, Transport. 2022;(1):65-72. (In Russ.) https://doi.org/10.31660/2782-232X-2022-1-65-72
Views:
21
Email this article 