Kinetics of filtration consolidation of water-saturated clay soils
https://doi.org/10.31660/0445-0108-2019-6-86-95
Abstract
The relevance of the research processes filtration consolidation due to the place of water-saturated soils in various design solutions related to the exploration, production and transportation of hydrocarbons. It should be noted that the diversity of soils led to the emergence of a wide range of mathematical models, obtained on the basis of generalization of experimental data and various assumptions to simplify engineering calculations. The article presents the results of theoretical and experimental studies of the mathematical model of the consolidation process of a water-saturated porous medium. This model is based on simplifying assumptions that are different from those adopted in well-known solutions. A fundamental approach to the formation of the model was developed on the basis of the kinetic representations of chemical reactions used in solving the environmental problems of epoxidation reactions of olefins. We determined the parameters of the mathematical model of the consolidation process of the saturated porous medium of clayey soil and confirmed its adequacy by the research results. In addition, we established the parameters of the field of non-equilibrium filtration, reducing the nonexistent ability of water-saturated soils.
About the Authors
O. V. AgeikinaRussian Federation
Oksana V. Ageikina, Candidate of Chemistry, Associate Professor at the Department of General and Special Chemistry
Tyumen
V. V. Vorontsov
Russian Federation
Vyacheslav V. Vorontsov, Candidate of Engineering, Associate Professor, Director
Tyumen
R. R. Sufyanov
Russian Federation
Rudolf R. Sufyanov, General Director of the Research and Design Institute "Neftegazproekt", Industrial University of Tyumen
Tyumen
References
1. Ageykina, O. V., & Ageykin, V. N. (2017). Opredelenie parametrov transportnykh potokov na promyslovykh dorogakh Zapadnoy Sibiri dlya ekologicheskikh raschetov. Problemy upravleniya rechnymi basseynami pri osvoenii Sibiri i Arktiki v kontekste global'nogo izmeneniya klimata planety v XXI veke: sbornik dokladov XIX Mezhdunarodnoy nauchno-prakticheskoy konferentsii (Tyumen, 17 March 2017). Tyumen, TIU Publ., pp. 13-17. (In Russian).
2. Protod'yakonova, N. A. (2007). Matematicheskoe modelirovanie deformatsiy grunta pri ottaivanii s uchetom fil'tratsionnoy konsolidatsii. Avtoref. Diss. kand. fizmat. nauk. Tyumen, 23 p. (In Russian).
3. Bavbel, E. I., Naumenko, A. I., Zhilinsky, M. V. (2018). Development of the composition of low-cement composite binder to strengthen the local road soils. Sciences of Europe, (31-1(31)), pp. 43-46. (In English).
4. Bavbel, E. I., Naumenko, A. I., Cyprus, V. A., & Sinyak, E. S. (2018). Laboratory studies to strengthen the local soils of forest roads. Sciences of Europe, (31-1(31)), pp. 38-43. (In English).
5. Dashko, R. E. (2014). Issledovaniya i analiz protsessa konsolidatsii vodonasyshchennykh glinistykh gruntov. Gruntovedenie, 1 (4), pp. 30-53. (In Russian).
6. Ageykina, O. V., & Ageykin, V. N. (2018). Khimicheskaya bezopasnost' pri ispol'zovanii kar-bamidoformal'degidnykh smol v dorozhnom stroitel'stve. Aktual'nye nauchnye i nauchnotekhnicheskie problemy obespecheniya khimicheskoy bezopasnosti: materialy dokladov na IV mezhdunarodnoy konferentsii (Moscow, October 17–18, 2018), Moscow, pp. 149. (In Russian).
7. Ageykina, O. V., & Ageykin, V. N. (2018). Ekologicheskiy aspekt primeneniya kompozitsionnykh materialov na osnove mestnykh gruntov pri obustroystve mestorozhdeniy Zapadnoy Sibiri. Materialy dokladov na XX mezhdunarodnoy nauchno-prakticheskoy konferentsii (Tyumen, 23 March 2018). Tyumen, pp. 251-256. (In Russian).
8. Vostrikov, K. V., Smolin, Yu. P., Klimenok, A. V. (2018). The Separation Technique of Filtration Consolidation and Creep of Saturated Soils Skeleton. The Siberian Transport University Bulletin, (3(46)), pp. 70-76. (In Russian).
9. Shapoval, A. V., Holovko, A. S., Tytyakova, E. S., & Andreev, V. S. (2012). K opredelenyyu hranychnykh élementov v ramkakh modely vodonasyshchennoho hruntovoho sloya konechnoy tolshchyny. Visnyk Prydniprovsʹkoyi derzhavnoyi akademiyi budivnytstva ta arkhitektury, (7-8(172-173)), pp. 57-64. (In Russian).
10. Smolin, Yu. P., Karaulov, A. M., & Vostrikov, K. V. (2017). Consolidation process of saturated anisotropic clay soil during odometric testing News of higher educational institutions. Construction, (6(702)), pp. 113-121. (In Russian).
11. Sobolev, A. A. (2016). Calculation of time consolidation of ground with regard filtration anisotropy. Polzunovskiy al'manakh, (3), pp. 215-218. (In Russian).
12. Ageykina, O. V., & Meteleva, G. P. (2015). The kinetic characteristics of the reaction of epoxidation of cyclohexene and allylchloride in two-phase systems. International Journal of Applied and Fundamental Research, (2-1), pp. 96-100. (In Russian).
13. Berlina, O. V. (2007). Epoksidirovanie nepredel'nykh soedineniy peroksidom vodoroda v prisutstvii oksoperoksogeteropolisoedineniy perekhodnykh metallov (W, Mo, V) i nemetallov (P, As, Si) v usloviyakh mezhfaznogo kataliza. Аvtoref. Diss. kand. khim. nauk. Tyumen, 23 р. (In Russian).
14. Panicheva, L. P., Meteleva, G. P., & Berlina, O. V. (2007). Osobennosti kinetiki epoksidirovaniya nepredel'nykh soedineniy v usloviyakh mezhfaznogo kataliza. Tyumen State University Herald. Natural Resource Use and Ecology, (3), pp. 94-100. (In Russian).
15. Ageykina, O. V., & Meteleva G. P. (2017). Epoksidirovanie olefinov v dvukhfaznykh vodno-organicheskikh sistemakh // Neft' i gaz Zapadnoy Sibiri: materialy dokladov na mezhdunarodnoy nauchno-tekhnicheskoy konferentsii (Tyumen, November, 2-3, 2017). Tyumen, pp. 200-201. (In Russian).
16. Ivanchuk, N., Martynyuk, P., Tsvetkova, T., & Michuta, O. (2017). Mathematical and computer modeling of filtration processes in earth dams. Eastern-European Journal of Enterprise Technologies, 2(6(86)), pp. 63-69. (In English).
17. Knyazeva, S. A. (2018). Solution for one-dimensional problem of saturated clayey soil filtration consolidation with consideration of the threshold pressure gradient. Bulletin of Civil Engineers, 15(3), pp. 77-83. (In Russian). DOI: 10.23968/1999-5571-2018-15-3-77-83
18. Mosicheva, I. I., & Shapoval, A. V. (2017). Konsolidatsiya vodonasyshchennogo poluprostranstva, k verkhney granitse kotorogo prilozhena vertikal'naya sosredotochennaya sila. Znanie, (1-1(41)), pp. 69-78. (In Russian).
19. Mosicheva, I. I., & Shapoval, A. V. (2017). To an estimate of the accuracy of the asymptotic representation of the solution of the problem of the stress-strain state of a water-saturated half-space, to the upper boundary of which a vertical distributed load is applied over the area of a circle. Sciences of Europe, (12-1(12)), pp. 64-74. (In English).
20. Podgornova, N. N. (2010). Filtration consolidation of clay soil in the base of road construction. Oil and Gas Studies, (1), pp. 96-100. (In Russian).
21. Ageykin, V. N., Vorontsov, V. V., & Podgornova, N. N. (2006). Prognoz izbytochnykh porovykh davleniy v pereuvlazhnennykh gruntakh. Geotekhnika: aktual'nye teoreticheskie i prakticheskie problemy. Mezhvuzovskiy tematicheskiy sbornik trudov. St. Petersburg, pp. 79-83. (In Russian).
22. Ageykin, V. N., & Vorontsov, V. V. (2004). Kinetika izbytochnykh porovykh davleniy v ploskoy zadache mekhaniki vodonasyshchennykh glinistykh gruntov. Trudy Matematicheskogo tsentra imeni N. I. Lobachevskogo. Tom 28. Kazan, pp. 7-11. (In Russian).
Review
For citations:
Ageikina O.V., Vorontsov V.V., Sufyanov R.R. Kinetics of filtration consolidation of water-saturated clay soils. Oil and Gas Studies. 2019;(6):86-95. (In Russ.) https://doi.org/10.31660/0445-0108-2019-6-86-95