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Effective Friction Angle Of Deltaic Soils In The Vistula Marshlands Cover

Effective Friction Angle Of Deltaic Soils In The Vistula Marshlands

Open Access
|Sep 2019

Figures & Tables

Figure 1

Soil profile and CPTU sounding results.

Figure 2

Determination of qmax for non-standard q-εa curves. Procedure adopted after Hendry et al. (2012).

Figure 3

The CU tests results for (a) organic silty clay, (b) organic silt and (c) peat.

Figure 4

The results of CD tests on organic silt.

Figure 5

SBTn chart based on Qtn-F (Robertson, 2016).

Effective friction angle of soft soils deposits_

Soilϕ’Reference
CLAYSBothkennar clay34°(Hight et al., 1992)
Osaka bay clay25–40°(Tanaka and Locat, 1999)
Omono clay50–60°(Yasuhara and Takenaka, 1977)
Muck clay52–60°(Tsushima et al., 1977)
Juturnaiba organic clay23–57°(Coutinho and Lacerda, 1989)
Soft organic clay32.0°(Danziger, 2007)
Organic clay30.0°(Larsson et al., 2007)
Organic clay38–46°(Cheng et al., 2007)
Organic clay from Cubzac-les-Ponts28–34°(Shahanguian, 1981)
Various organic clays44–74°(Krieg, 2000)
Alluvial clay31.5°(Sandroni et al., 2015)
Soft alluvial clay36°(Takemura et al., 2006)
Soft alluvial Atchafalaya clay20.2°(Donaghe and Townsend, 1978)
Soft deltaic clay36.0°(Sultan et al., 2004; Dan et al., 2007)
SILTSAlluvial clayey silt28°(Lambson et al., 1993; Powell and Lunne, 2005)
Organic silt38–56°(Cheng et al., 2007)
PEATSwedish clayey gyttja60–90°(Larsson, 1990)
Eemian gyttja29–44°(Pietrzykowski, 2004)
peat63–65°(Cheng et al., 2007)
Middleton peat60°(Ajlouni, 2000)
Ohmiya peat51–55°(Yamaguchi et al., 1985)
Edson peat28.8–50.1°(Hendry et al., 2012)
THISJazowa silty clay23°
STUDYJazowa organic silt31°
Jazowa peat56°

Selected index properties of the Vistula Marshlands soft soils_

Soil layerSampling depthwcγGsPLLLIPLOI
[m][%][kN/m3][g/cm3][%][%][%][%]
Organic silty clay (OH)3.2÷4.0554.4 ÷75.914.22 ÷14.522.54 ÷2.6140.7 ÷55.390.4 ÷119.049.7 ÷63.711.4 ÷16.2
Organic silt (OH)9.5÷10.545.4 ÷57.315.6÷16.62.54 ÷2.67228.3 ÷38.053.7÷57.115.7 ÷27.554.2÷7.1
Peat (Pt)13.0÷14..0179.210.51.57N/AN/AN/A87.2

Values of effective friction angle of soft soils in Jazowa_

Soil typeType of the test
CUCDCPTU
NHT method (Mayne, 2007)NTH modified method (Ouyang & Mayne, 2017)
Organic silty clay (3.2–4.0 m depth)23.1°23.4° *N/AN/A
Organic silt (9.5–10.0 m depth)31.3°31.0°27.9°±1.231.3°±1.4
Peat (~14.0 m depth)55.7°N/A29.0°±2.4N/A
DOI: https://doi.org/10.2478/sgem-2019-0016 | Journal eISSN: 2083-831X | Journal ISSN: 0137-6365
Language: English
Page range: 143 - 150
Submitted on: Jan 28, 2019
Accepted on: May 29, 2019
Published on: Sep 30, 2019
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2019 Kamila Międlarz, Jakub Konkol, Lech Bałachowski, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.