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Low-Strength Substrates and Anthropogenic Soils in Transportation Engineering Cover

Low-Strength Substrates and Anthropogenic Soils in Transportation Engineering

Open Access
|Dec 2018

Figures & Tables

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_

CoefficientsStandardsUnitRequirement
Hydraulic conductivity kPKN-CEN ISO/TS 17892-11[19][m/s]> 6 x 10-5
Coefficient of uniformity, CuPN-88/B-04481[16]-> 5
DOI: https://doi.org/10.2478/sgem-2018-0029 | Journal eISSN: 2083-831X | Journal ISSN: 0137-6365
Language: English
Page range: 292 - 299
Submitted on: Oct 29, 2018
Accepted on: Nov 7, 2018
Published on: Dec 26, 2018
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2018 Andrzej Batog, Elżbieta Stilger-Szydło, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.