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Optimisation of Weak Soil Stabilisation with a Hydraulic Binder for Road Construction Subgrade

Wojciech Sorociak

Wojciech Sorociak

Silesian University of Technology, Faculty of Civil Engineering, Eurovia Polska S.A.Gliwice,
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Sorociak, Wojciech
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Marcin Dobrzyński

Marcin Dobrzyński

Eurovia Polska S.A.
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Dobrzyński, Marcin
  
20. Okt. 2023
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Online veröffentlicht: 20. Okt. 2023
Seitenbereich: 111 - 115
Eingereicht: 21. Jan. 2023
Akzeptiert: 18. Feb. 2023
DOI: https://doi.org/10.2478/acee-2023-0038
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© 2023 Wojciech Sorociak et al., published by Sciendo
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Figure 1.

Particle size distribution of the soil and of the aggregate used to enhance the soil
Particle size distribution of the soil and of the aggregate used to enhance the soil

Figure 2.

Particle size distribution of the soil enhanced by 20% and 40% of the aggregate
Particle size distribution of the soil enhanced by 20% and 40% of the aggregate

Figure 3.

Results of compressive strength samples prepared from laboratory mixes of different dosages of cement and aggregate
Results of compressive strength samples prepared from laboratory mixes of different dosages of cement and aggregate

Figure 4.

Recycler used for mixing the cement and the aggregate with the virgin soil
Recycler used for mixing the cement and the aggregate with the virgin soil

Figure 5.

Comparison of compressive strength test results of samples prepared “in situ” with 40% of aggregate and 7% of CEMI 42.5R with laboratory-prepared samples
Comparison of compressive strength test results of samples prepared “in situ” with 40% of aggregate and 7% of CEMI 42.5R with laboratory-prepared samples
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