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Determination of Mechanical Properties of Soils Based on CPTU Data

Iwona Chmielewska

Iwona Chmielewska

Bialystok University of Technology, Faculty of Civil Engineering and Environmental SciencesBialystok,
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Chmielewska, Iwona
  
20. Okt. 2023
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Online veröffentlicht: 20. Okt. 2023
Seitenbereich: 55 - 64
Eingereicht: 19. Feb. 2023
Akzeptiert: 11. Apr. 2023
DOI: https://doi.org/10.2478/acee-2023-0033
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© 2023 Iwona Chmielewska, published by Sciendo
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Figure 1.

Location of the study area (based on [16])
Location of the study area (based on [16])

Figure 2.

The geotechnical cross-section of the analyzed subsoil and CPTU test locations
The geotechnical cross-section of the analyzed subsoil and CPTU test locations

Figure 3.

Averaged measurements of (a) cone resistance; (b) sleeve friction; (c) pore water pressure
Averaged measurements of (a) cone resistance; (b) sleeve friction; (c) pore water pressure

Figure 4.

Values of (a) normalized cone resistance; (b) undrained shear strength; (c) effective cohesion; (d) overconsolidation ratio in location S7
Values of (a) normalized cone resistance; (b) undrained shear strength; (c) effective cohesion; (d) overconsolidation ratio in location S7

Figure 5.

The values of the constrained modulus Eoed estimated at test points (a) – (l) S1 – S12
The values of the constrained modulus Eoed estimated at test points (a) – (l) S1 – S12

Figure 6.

Dependence of (a) friction ratio Rf; (b) pore pressure ratio Bq on depth at locations S1–S12
Dependence of (a) friction ratio Rf; (b) pore pressure ratio Bq on depth at locations S1–S12

Figure 7.

The values of the effective friction angle φ’ estimated at test points (a) – (l) S1 – S12
The values of the effective friction angle φ’ estimated at test points (a) – (l) S1 – S12
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