Abstract
The paper presents a theoretical approach to deal with mechanical instabilities in unsaturated soils. Towards this goal, the concept of test controllability is extended to a hydro-mechanically coupled framework. A constitutive approach based on the introduction of hydraulic generalized stress-strain variables is first adopted, in order to better describe suction effects on the mechanical behaviour of soil. The mathematical consequences of hydro-mechanical coupling are presented next and two indices are defined to identify the onset of an instability. Possible instability modes linked to saturation processes are discussed. It is shown that the way in which the hydraulic variables are controlled in tests on unsaturated soil specimens is the key factor for the possible occurrence of instabilities and the consequent loss of test controllability. It is shown in particular that unsaturated soil specimens are prone to instability when an externally controlled water flux is injected into the specimen (inundation). This result could in part explain the sudden collapse of soil specimens subjected to wetting under constant applied stresses, which is observed both in the laboratory and in the field.
| Original language | English (US) |
|---|---|
| Pages (from-to) | 179-200 |
| Number of pages | 22 |
| Journal | International Journal for Numerical and Analytical Methods in Geomechanics |
| Volume | 35 |
| Issue number | 2 |
| DOIs | |
| State | Published - Feb 10 2011 |
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Keywords
- Constitutive modelling
- Failure
- Mechanical instability
- Test controllability
- Unsaturated soils
ASJC Scopus subject areas
- Computational Mechanics
- Materials Science(all)
- Geotechnical Engineering and Engineering Geology
- Mechanics of Materials
Cite this
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Modelling instabilities in triaxial testing on unsaturated soil specimens. / Buscarnera, Giuseppe; Nova, Roberto.
In: International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 35, No. 2, 10.02.2011, p. 179-200.Research output: Contribution to journal › Article
TY - JOUR
T1 - Modelling instabilities in triaxial testing on unsaturated soil specimens
AU - Buscarnera, Giuseppe
AU - Nova, Roberto
PY - 2011/2/10
Y1 - 2011/2/10
N2 - The paper presents a theoretical approach to deal with mechanical instabilities in unsaturated soils. Towards this goal, the concept of test controllability is extended to a hydro-mechanically coupled framework. A constitutive approach based on the introduction of hydraulic generalized stress-strain variables is first adopted, in order to better describe suction effects on the mechanical behaviour of soil. The mathematical consequences of hydro-mechanical coupling are presented next and two indices are defined to identify the onset of an instability. Possible instability modes linked to saturation processes are discussed. It is shown that the way in which the hydraulic variables are controlled in tests on unsaturated soil specimens is the key factor for the possible occurrence of instabilities and the consequent loss of test controllability. It is shown in particular that unsaturated soil specimens are prone to instability when an externally controlled water flux is injected into the specimen (inundation). This result could in part explain the sudden collapse of soil specimens subjected to wetting under constant applied stresses, which is observed both in the laboratory and in the field.
AB - The paper presents a theoretical approach to deal with mechanical instabilities in unsaturated soils. Towards this goal, the concept of test controllability is extended to a hydro-mechanically coupled framework. A constitutive approach based on the introduction of hydraulic generalized stress-strain variables is first adopted, in order to better describe suction effects on the mechanical behaviour of soil. The mathematical consequences of hydro-mechanical coupling are presented next and two indices are defined to identify the onset of an instability. Possible instability modes linked to saturation processes are discussed. It is shown that the way in which the hydraulic variables are controlled in tests on unsaturated soil specimens is the key factor for the possible occurrence of instabilities and the consequent loss of test controllability. It is shown in particular that unsaturated soil specimens are prone to instability when an externally controlled water flux is injected into the specimen (inundation). This result could in part explain the sudden collapse of soil specimens subjected to wetting under constant applied stresses, which is observed both in the laboratory and in the field.
KW - Constitutive modelling
KW - Failure
KW - Mechanical instability
KW - Test controllability
KW - Unsaturated soils
UR - http://www.scopus.com/inward/record.url?scp=78751561513&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=78751561513&partnerID=8YFLogxK
U2 - 10.1002/nag.832
DO - 10.1002/nag.832
M3 - Article
AN - SCOPUS:78751561513
VL - 35
SP - 179
EP - 200
JO - International Journal for Numerical and Analytical Methods in Geomechanics
JF - International Journal for Numerical and Analytical Methods in Geomechanics
SN - 0363-9061
IS - 2
ER -