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Studia Geotechnica et Mechanica
Volume 40 (2018): Numero 4 (December 2018)
Accesso libero
Low-Strength Substrates and Anthropogenic Soils in Transportation Engineering
Andrzej Batog
Andrzej Batog
e
Elżbieta Stilger-Szydło
Elżbieta Stilger-Szydło
| 26 dic 2018
Studia Geotechnica et Mechanica
Volume 40 (2018): Numero 4 (December 2018)
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Article Category:
Research Article
Pubblicato online:
26 dic 2018
Pagine:
292 - 299
Ricevuto:
29 ott 2018
Accettato:
07 nov 2018
DOI:
https://doi.org/10.2478/sgem-2018-0029
Parole chiave
Transport engineering
,
road embankments
,
soft soils
,
anthropogenic soils
© 2018 Andrzej Batog, Elżbieta Stilger-Szydło, published by Sciendo
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.
Figure 1
Longitudinal crack in the surface as a result of uneven settlement of the embankment.
Figure 2
Measurement results of settlement of the embankment (in the axis, on the left and right edges of the roadway).
Figure 3a
Expressway S-8 Wrocław-Syców, cross-section at km 14 + 630 – embankment placed directly on the layer of silts (stability assessment performed according to [21]).
Figure 3b
Expressway S-8 Wrocław-Syców, cross-section at km 14+630 -replacement of the layer of silts.
Figure 4
Dependence of limit resistance to shearing τf of the ash-sand mixtures, depending on the embankment height[1].
Figure 5
Embankment with the height of 12 m, made of ash-sand mixture.
Figure 6
Safe slope gradient of the road embankment formed from ash-sand mixtures in the function of embankment height - results obtained for the factor of safety Fmin = 1.5 [1].
Figure 7
Change in the angle of internal friction ϕ, depending on the composition of the mixture.
Figure 8
Change in the cohesion c, depending on the composition of the mixture.
Figure 9
Change in the maximum bulk density of the skeleton, depending on the composition of the mixture.
Requirements of aggregate for the top layers of the embankment.
Coefficients
Standards
Unit
Requirement
Hydraulic conductivity k
PKN-CEN ISO/TS 17892-11
[
19
]
[m/s]
> 6 x 10
-5
Coefficient of uniformity, C
u
PN-88/B-04481
[
16
]
-
> 5