Centrifuge modelling of soil slopes containing model plant roots.
- Published in:
- Canadian Geotechnical Journal, 2012, v. 49, n. 1, p. 1, doi. 10.1139/t11-081
- By:
- Publication type:
- Article
Works matching IS 00083674 AND DT 2012 AND VI 49 AND IP 1
Results: 10
1
2
A new theoretical method to evaluate the internal stability of granular soils.
- Published in:
- Canadian Geotechnical Journal, 2012, v. 49, n. 1, p. 45, doi. 10.1139/t11-083
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- Publication type:
- Article
3
Probabilistic version of the Robertson and Wride method for liquefaction evaluation: development and application.
- Published in:
- Canadian Geotechnical Journal, 2012, v. 49, n. 1, p. 27, doi. 10.1139/t11-085
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- Publication type:
- Article
4
New method to determine proper strain rate for constant rate-of-strain consolidation tests.
- Published in:
- Canadian Geotechnical Journal, 2012, v. 49, n. 1, p. 18, doi. 10.1139/t11-086
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- Publication type:
- Article
5
Evaluation of uplift interpretation criteria for drilled shafts in gravelly soils.
- Published in:
- Canadian Geotechnical Journal, 2012, v. 49, n. 1, p. 70, doi. 10.1139/t11-080
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- Publication type:
- Article
6
Active pressure on gravity walls supporting purely frictional soils.
- Published in:
- Canadian Geotechnical Journal, 2012, v. 49, n. 1, p. 78, doi. 10.1139/t11-087
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- Publication type:
- Article
7
Deep cavity flow mechanism of pipe penetration in clay.
- Published in:
- Canadian Geotechnical Journal, 2012, v. 49, n. 1, p. 59, doi. 10.1139/t11-088
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- Publication type:
- Article
8
Discussion of 'Influence of particle size on the correlation between shear wave velocity and cone tip resistance'.
- Published in:
- Canadian Geotechnical Journal, 2012, v. 49, n. 1, p. 121, doi. 10.1139/t11-100
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- Publication type:
- Article
9
Reply to the discussion by P.K. Robertson on 'Influence of particle size on the correlation between shear wave velocity and cone tip resistance'.
- Published in:
- Canadian Geotechnical Journal, 2012, v. 49, n. 1, p. 124, doi. 10.1139/t11-101
- By:
- Publication type:
- Article
10
Modified state-surface approach to the study of unsaturated soil behavior. Part III: Modeling of coupled hydromechanical effect.
- Published in:
- Canadian Geotechnical Journal, 2012, v. 49, n. 1, p. 98, doi. 10.1139/t11-089
- By:
- Publication type:
- Article