On working fluid pressure loss in pressure hoses during soils jet cementation

Мұқаба

Дәйексөз келтіру

Толық мәтін

Ашық рұқсат Ашық рұқсат
Рұқсат жабық Рұқсат берілді
Рұқсат жабық Рұқсат ақылы немесе тек жазылушылар үшін

Аннотация

An analysis of the working fluid pressure losses in the pressure hoses during soil jet cementation was done, which confirmed the possibility of initial pressure reducing with the length of the pressure line increase. When providing experimental work at a small distance from the building complex, the results must be adjusted with regard the pressure line lengthening for all working soil-cement elements installation. The most correct way is to carry out experimental work using the pressure hose with the length equal to the largest distance of the working soil-cement elements from the technological complex. In other cases, it is necessary to adjust the final pressure level, as well as the possible reduction in the diameter of the soil-cement elements in accordance with the formulas given in the article.

Толық мәтін

Рұқсат жабық

Авторлар туралы

A. Malinin

LLC “Construction Company “InjProektStroy”

Хат алмасуға жауапты Автор.
Email: perm@maliningroup.com

Candidate of Sciences (Engineering), Director

Ресей, office 105, Komsomolsky Avenue, Perm, 614000

I. Salmin

LLC “Construction Company “InjProektStroy”

Email: perm@maliningroup.com

Director of Design and Scientific Work

Ресей, office 105, Komsomolsky Avenue, Perm, 614000

Әдебиет тізімі

  1. Malinin A.G. Struinaya tsementatsiya gruntov [Jet cementation of soil]. Moscow: Stroyizdat. 2010. 226 p.
  2. Malinin A.G., Salmin I.A. On the possibility of controlling the strength of soil cement elements by the strength of soil cement pulp. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2024. No. 9, pp. 11–13. (In Russian). EDN: NDSLOY. https://doi.org/10.31659/0044-4472-2024-9-11-13
  3. Palyanov Yu.N., Nepomnyashchikh A.I. Modern problems of experimental mineralogy, petrology and geochemistry. Geologiya i Geofizika. 2023. No. 8, pp. 1069–1072. (In Russian). EDN: JAZXJW. https://doi.org/10.15372/GiG2023134
  4. Alekseev A.G., Zorin D.V., Alekseenko V.A. Jet cementation for foundations on permafrost soils. Promyshlennoe i Grazhdanskoe Stroitel’stvo. 2021. No. 8, pp. 27–32. (In Russian). EDN: QFEFIL. https://doi.org/10.33622/0869-7019.2021.08.27-32
  5. Ilyichev V.A., Nikiforova N.S., Konnov A.V. Temperature regime and stress-strain state of permafrost transformed by jet cementation. Osnovaniya, Fundamenty i Mekhanika Gruntov. 2024. No. 5, pp. 27–31. (In Russian).
  6. Antonenko D.V., Shaposhnikov A.V., Misyuk A.I., Shulyatyev O.A., Tikhonov I.N., Pyatikrestovsky K.P. Investigation of issues of operational control of jet cementation of soils according to the parameters of the soil cement pulp. Vestnik NITS Stroitel’stvo. 2024. No. 4 (43), pp. 93–109. (In Russian). EDN: PTECKE. https://doi.org/10.37538/2224-9494-2024-4(43)-93-109
  7. Volokhov E.M., Novozhenin S.Yu. Evaluation of the effectiveness of jet cementation of soil as a means of reducing the harmful effects of tunneling escalator tunnels. Gornye Nauki i Tekhnologii. 2016. No. 1, pp. 67–72. (In Russian). EDN: XWFDLF. https://doi.org/10.17073/2500-0632-2016-1-62-72
  8. Bogov S.G. Application of jet cementation technology for the development of the underground space of St. Petersburg. Promyshlennoe i Grazhdanskoe Stroitel’stvo. 2017. No. 12, pp. 31–43.
  9. Mangushev R.A., Denisova O.O. The effect of the technological impact of the manufacture of a horizontal diaphragm by jet-grouting on the enclosure of a pit of the “wall in the ground” type. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2022. No. 9, pp. 25–31. (In Russian). EDN: ILWSOQ. https://doi.org/10.31659/0044-4472-2022-9-25-31
  10. Sokolov N.S. One of the cases of strengthening the base of a deformed anti-landslide retaining wall. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2021. No. 12, pp. 23–27. (In Russian). EDN: BOHETL. https://doi.org/10.31659/0044-4472-2021-12-23-27
  11. Ter-Martirosyan Z.G., Ter-Martirosyan A.Z., Vanina Yu.V. Long-term settlement and bearing capacity of foundations and bases near a vertical excavation with different soil viscosity parameters. Vestnik MGSU. 2023. No. 1, pp. 1664–1676. (In Russian). EDN: GSBVGV. https://doi.org/10.22227/1997-0935.2022.12.1664-1676
  12. Sokolov N.S., Sokolov S.N., Sokolov A.N. Geotechnical technology for the construction of engineering structures on structurally unstable slopes. Stroitel’nye Materialy [Construction Materials]. 2023. No. 11, pp. 52–55. (In Russian). EDN: RKXNME. https://doi.org/10.31659/0585-430X-2023-819-11-52-55
  13. Lesovik V.S., Fedyuk R.S., Panarin I.I. Shotcreteconcretes and injection solutions for complex repair of underground structures. Academia. Architecture and Construction. 2023. No. 1, pp. 101–107. (In Russian). EDN: EQGJKW. https://doi.org/10.22337/2077-9038-2023-1-101-107
  14. Sharafutdinov R.F. Normative support for determining the parameters of models of nonlinear mechanical behavior of soils with hardening. Construction and Geotechnics. 2023. Vol. 14. No. 1, pp. 29–42. (In Russian). EDN: TYSNZI. https://doi.org/10.15593/2224-9826/2023.1.03

Қосымша файлдар

Қосымша файлдар
Әрекет
1. JATS XML
2. Fig. 1. Pressure loss of the working fluid along the sleeve length in l=1 m dependance on the number of pump unit shaft revolutions

Жүктеу (133KB)
3. Fig. 2. Maximum length of hoses with a diameter of 3/4 inch assuming 20% pressure loss

Жүктеу (138KB)
4. Fig. 3. Results of pressure loss measuring along the length of hoses with a diameter of 3/4 inch at the experimental site

Жүктеу (239KB)

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