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

Open Access
|Oct 2023

Figures & Tables

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
DOI: https://doi.org/10.2478/acee-2023-0038 | Journal eISSN: 2720-6947 | Journal ISSN: 1899-0142
Language: English
Page range: 111 - 115
Submitted on: Jan 21, 2023
Accepted on: Feb 18, 2023
Published on: Oct 20, 2023
Published by: Silesian University of Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 times per year

© 2023 Wojciech Sorociak, Marcin Dobrzyński, published by Silesian University of Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.