Abstract and keywords
Abstract (English):
The main task of soil stabilization is to change their physical characteristics in order to strengthen them. Among the main characteristics of stabilized soil, there are no requirements for its filtration. Meanwhile, the filtration coefficient is an important parameter characterizing the permeability of soils in relation to water filtration at full saturation, numerically equal to the filtration rate at a unit pressure gradient. The article presents the results of a test to determine the filtration coefficient of stabilized soil using standard methods for determining the filtration coefficient of clay soil. This study shows its effectiveness and makes it possible to further test stabilized soils of various compositions.

Keywords:
filtration coefficient, stabilized soil, soil testing, oil sludge, features of stabilized soil
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References

1. PNST 322-2019 «Dorogi avtomobil'nye obschego pol'zovaniya. Grunty stabilizirovannye i ukreplennye neorganicheskimi vyazhuschimi».

2. ODM 218.4.1.001-2020 «Metodicheskie rekomendacii po primeneniyu v konstrukcii zemlyanogo polotna avtomobil'nyh dorog tyazhelyh (zhirnyh) glin, ukreplennyh vyazhuschimi materialami».

3. GOST 12248.1-2020 «Grunty. Opredelenie harakteristik prochnosti metodom odnoploskostnogo sreza».

4. GOST 10060-2012 «Betony. Metody opredeleniya morozostoykosti».

5. GOST 10180-2012 «Betony. Metody opredeleniya prochnosti po kontrol'nym obrazcam».

6. GOST 5180-2015 «Grunty. Metody laboratornogo opredeleniya fizicheskih harakteristik».

7. GOST 28622-2012 «Grunty. Metod laboratornogo opredeleniya stepeni puchinistosti».

8. GOST 23278-2014 «Grunty. Metody polevyh ispytaniy pronicaemosti».

9. GOST 25584-2016 «Grunty. Metody laboratornogo opredeleniya koefficienta fil'tracii».

10. TU 2458-001-24975172-2011 «Inertnyy napolnitel' dlya burovyh shlamovyh ambarov».

11. Abramova T.T. Ispol'zovanie stabilizatorov dlya uluchsheniya svoystv svyaznyh gruntov / T.T. Abramova, A.I. Bosov, K.E. Valieva // Geotehnika. - 2012. - №3. - S. 4-28.

12. Klekovkina, M. P. Innovacionnye materialy - dobavki i stabilizatory dlya ukrepleniya gruntov / M. P. Klekovkina, K. V. Filippova: Tehnika. Tehnologii. Inzheneriya. - 2017. - 34 s.

13. GOST 22733-2016 «Grunty. Metody laboratornogo opredeleniya maksimal'noy plotnosti».

14. Degaev E.N., Kraev B.S., Bobylev D.G. Osobennosti ocenki sploshnosti svay metodom seysmoakusticheskoy defektoskopii // Stroitel'stvo: nauka i obrazovanie. 2022. T. 12. Vyp. 1. St. 4. URL: http://nsojournal.ru. DOI:https://doi.org/10.22227/2305-5502.2022.1.4.

15. Degaev E., Rimshin V.I. checking the integrity of piles by seismoa cousticdefectos copy. Journal of Physics: Conference Series. International Scientific Conference on Modelling and Methods of Structural Analysis 2019, MMSA 2019. 2020. S. 012153.

16. Korol' E.A., Nikiforova N.S. Osobennosti proektirovaniya i stroitel'stva podzemnyh sooruzheniy neglubokogo zalozheniya v slozhnyh gruntovyh usloviyah. Osnovaniya, fundamenty i mehanika gruntov. 2018. № 1. S. 25-27.

17. Telichenko V.I., Korol' E.A., Hlystunov M.S., Zavalishin S.I.

18. Global'nye riski i novye ugrozy bezopasnosti otvetstvennyh stroitel'nyh ob'ektov megapolisa. V knige: Gorodskoy stroitel'nyy kompleks i problemy zhizneobespecheniya grazhdan. Sbornik dokladov nauchno-tehnicheskoy konferencii. 2005. S. 211-218.


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