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Reliability of Methods for Determination of Stress History Parameters in Soils Cover

Reliability of Methods for Determination of Stress History Parameters in Soils

Open Access
|Oct 2023

Figures & Tables

Figure 1:

Significance of stress history of soil for key geotechnical parameters.
Significance of stress history of soil for key geotechnical parameters.

Figure 2:

Common approach to determine preconsolidation stress of soil on the basis of oedometer test.
Common approach to determine preconsolidation stress of soil on the basis of oedometer test.

Figure 3:

Casagrande's procedure (1936) for determination of preconsolidation stress in soils.
Casagrande's procedure (1936) for determination of preconsolidation stress in soils.

Figure 4:

Examples of methods for determination of preconsolidation stress: a) Sällfors (1975), b) Tavenas (1979), and c) Janbu (1969).
Examples of methods for determination of preconsolidation stress: a) Sällfors (1975), b) Tavenas (1979), and c) Janbu (1969).

Figure 5.

Influence of a test procedure on determination of value of preconsolidation stress (a-Das, 1983, b-Crawford, 1964).
Influence of a test procedure on determination of value of preconsolidation stress (a-Das, 1983, b-Crawford, 1964).

Figure 6:

Influence of sample disturbance on shape of compressibility curves of soil (on the basis of Ladd (1977)).
Influence of sample disturbance on shape of compressibility curves of soil (on the basis of Ladd (1977)).

Figure 7:

Comparison of yield stress determined by various methods (Wdowska, 2010).
Comparison of yield stress determined by various methods (Wdowska, 2010).

Figure 8:

Schematic diagrams of compressibility curves in linear and logarithmic scale of vertical stress.
Schematic diagrams of compressibility curves in linear and logarithmic scale of vertical stress.

Figure 9:

Compressibility curves for reconstituted samples: a) low-plasticity clay, b) high-plasticity clay.
Compressibility curves for reconstituted samples: a) low-plasticity clay, b) high-plasticity clay.

Figure 10:

Compressibility curves for undisturbed samples: a) low-plasticity clay, b) high-plasticity clay.
Compressibility curves for undisturbed samples: a) low-plasticity clay, b) high-plasticity clay.

Figure 11:

Examples of determination of preconsolidation stress on reconstituted material of low (a) and high (b) plasticity clays (Wdowska, 2010).
Examples of determination of preconsolidation stress on reconstituted material of low (a) and high (b) plasticity clays (Wdowska, 2010).

Figure 12:

Comparison of compressibility curves of reconstituted and undisturbed material (Ip = 26.2%).
Comparison of compressibility curves of reconstituted and undisturbed material (Ip = 26.2%).

Figure 13:

Comparison of determined preconsolidation (yield) stress with various methods.
Comparison of determined preconsolidation (yield) stress with various methods.

Characterization of mechanisms contributing to distribution of yield stress in a soil profile (on the basis on Jamiolkowski et al_ (1985))_

CategoryDescriptionStress History Profile
A) Mechanical One-Dimensional1) Changes in total vertical stress (overburden, glaciers, etc.)2) Changes in pore pressure (water table, seepage conditions, etc.)Uniform with constant s’p-s’v0 (except with seepage)
B) Desiccation1) Drying due to evaporation vegetation, etc.2) Drying due to freezingOften highly erratic
C) Drained Creep (Aging)1) Long-term secondary compressionUniform with constant s’p/s’v0
D) Physicochemical1) Natural cementation due to carbonates, silica, etc.2) Other causes of bonding due to ion exchange, thixotropy, “weathering,” etc.Not uniform

Examples of methods for determination of preconsolidation stress_

METHODPROCEDUREHORIZONTAL AXISVERTICAL AXIS
Casagrande (1936)Graphicallog s’e
Van Zelst (1948)Graphicallog s’e
Burmister (1951)Graphicallog s’e
Schmertmann (1955)Graphicallog s’e
Pacheco Silva (1970)Graphicallog s’e
Sällfors (1975)Graphicallogs’e
Becker et al. (1987)Graphicals’W-Energy Work
Jose et al. (1989)Graphicallog s’loge
Şenol, Seglamer (2000)Graphicallog s’s’e
Janbu (1969)Directs’e,M
Janbu, Senneset (1979)Directs’e, M,Cv
Tavenas et al. (1979)Directs’s’∙e
Butterfield (1979)Directlog p’lnV = [ln(1+e)]
DOI: https://doi.org/10.2478/sgem-2023-0017 | Journal eISSN: 2083-831X | Journal ISSN: 0137-6365
Language: English
Page range: 350 - 361
Submitted on: Mar 13, 2023
Accepted on: Aug 18, 2023
Published on: Oct 7, 2023
Published by: Wroclaw University of Science and Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2023 Małgorzata Wdowska, Mirosław J. Lipiński, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution 4.0 License.