On the Possibility of Controlling the Strength of Soil Cement Elements by the Strength of Soil Cement Pulp

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Resumo

The issue of the possibility of monitoring the results of work on jet cementation by testing the pouring pulp is being considered. A comparison of the results of the strength of the hardened ground cement pulp and the strength of cores from the corresponding ground cement elements made using various technologies with different cement consumption is presented.The results obtained in the conditions of a single construction site composed of soft-plastic loams make it possible to recommend the proposed assessment methodology of the strength of the soil cement to the physician without expensive work on drilling control wells. It is possible to conduct similar studies in different geological conditions.

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Sobre autores

A. Malinin

LLC “Construction Company InzhProektStroy”

Autor responsável pela correspondência
Email: perm@maliningroup.com

Candidate of Sciences (Engineering), Director

Rússia, 34, off. 105, Komsomolsky Avenue, Perm, 614000

I. Salmin

LLC “Construction Company InzhProektStroy”

Email: perm@maliningroup.com

Head of the Project Department

Rússia, 34, off. 105, Komsomolsky Avenue, Perm, 614000

Bibliografia

  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 issue of the deviation of wells from the vertical during jet cementation of soils. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2021. No. 9, pp. 10–16. (In Russian). https:// doi.org/10.31659/0044-4472-2021-9-10-16
  3. Nikiforova N.S., Makovetskiy O.A., Bessonov I.V., Konnov A.V. Experimental studies of the thermo-physical properties of soil fixed by the method of jet grouting. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2023. No. 9, pp. 8–13. (In Russian). https://doi.org/10.31659/0044-4472-2023-9-8-13
  4. Ter-Martirosyan Z.G., Ter-Martirosyan A.Z. The stress-strain state of soil massifs under the influence of hydrogeological factors. Vestnik MGSU. 2008. No. 2, pp. 150–157. (In Russian).
  5. 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). https://doi.org/10.31659/0044-4472-2022-9-25-31
  6. Malinin A.G., Salmin I.A., Kolosov A.G. Experimental works on the formation of soil-cement elements in frozen soils. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2023. No. 9, pp. 21–26. (In Russian). https://doi.org/10.31659/0044-4472-2023-9-21-26
  7. Ilyichev V.A., Gotman V.N., Nazarov V.P. Calculation justification of the use of jet-grouting to reduce additional precipitation of an existing building from the construction of an underground multifunctional complex. Vestnik grazhdanskikh inzhenerov. 2009. No. 2 (19), pp. 95–97.
  8. 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). https:// doi.org/10.31659/0044-4472-2021-12-23-27
  9. 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). https://doi.org/10.15372/GiG2023134

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2. Fig. 1. Dependence of the deformation modulus on compressive strength

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3. Fig. 2. Dependence of the prismatic strength on the cubic strength for the single-component Jet 1 mode

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4. Fig. 3. Dependence of prismatic strength on cubic strength for Jet2

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