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Geotechnical Interpretation of the Geological Structure of Loess Covers in Lublin Region Cover

Geotechnical Interpretation of the Geological Structure of Loess Covers in Lublin Region

Architecture, Civil Engineering, Environment
Volume 16 (2023): Issue 3 (September 2023)
By: Krzysztof Nepelski  
Open Access
|Oct 2023

Figures & Tables

Figure 1.

The distribution of loess soils in the Lublin region (based on [9])

Figure 2.

Schematic structure of the loess cover in the Lublin region (based on [10–11])

Figure 3.

Interpretation of elastic moduli from triaxial tests

Figure 4.

Selection of deformation moduli depending on the stress and strain conditions in subsoil

Figure 5.

Results of correlation studies on the determination of IL with qc

Figure 6.

Representative geotechnical cross-section of the loess subsoil in Lublin region

Figure 7.

Statistical distribution of qc for loess soils within Lublin [20] with an assessment of their suitability for foundation setting.
DOI: https://doi.org/10.2478/acee-2023-0037 | Journal eISSN: 2720-6947 | Journal ISSN: 1899-0142
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Language: English
Page range: 101 - 110
Submitted on: Jan 21, 2023
|
Accepted on: Apr 3, 2023
|
Published on: Oct 20, 2023
Published by: Silesian University of Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year
Keywords:
CPTU,
DMT,
Geotechnical model,
Loess,
Soil stiffness
Related subjects:
Architecture and design,
Architecture,
Architects, buildings

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

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