Interpretation of T-bar penetrometer tests at shallow embedment and in very soft soils.
- Published in:
- Canadian Geotechnical Journal, 2010, v. 47, n. 2, p. 218, doi. 10.1139/T09-096
- By:
- Publication type:
- Article
Works matching IS 00083674 AND DT 2010 AND VI 47 AND IP 2
Results: 9
1
2
Measurement of electrical conductivity of pore water in saturated sandy soils using time domain reflectometry (TDR) measurements.
- Published in:
- Canadian Geotechnical Journal, 2010, v. 47, n. 2, p. 197, doi. 10.1139/T09-088
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- Publication type:
- Article
3
Thrust and bending moment of rigid piles subjected to moving soil.
- Published in:
- Canadian Geotechnical Journal, 2010, v. 47, n. 2, p. 180, doi. 10.1139/T09-092
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- Publication type:
- Article
4
Intelligent computing for modeling axial capacity of pile foundations.
- Published in:
- Canadian Geotechnical Journal, 2010, v. 47, n. 2, p. 230, doi. 10.1139/T09-094
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- Publication type:
- Article
5
Influences of principal stress direction and intermediate principal stress on the stress–strain–strength behaviour of completely decomposed granite.
- Published in:
- Canadian Geotechnical Journal, 2010, v. 47, n. 2, p. 164, doi. 10.1139/T09-079
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- Publication type:
- Article
6
Description and numerical modelling of the October 2000 Nora debris flow, Northwestern Italian Alps.
- Published in:
- Canadian Geotechnical Journal, 2010, v. 47, n. 2, p. 135, doi. 10.1139/T09-082
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- Publication type:
- Article
7
Centrifuge testing and numerical analysis of box culverts installed in induced trenches.
- Published in:
- Canadian Geotechnical Journal, 2010, v. 47, n. 2, p. 147, doi. 10.1139/T09-085
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- Publication type:
- Article
8
Consolidation theory for a composite foundation considering radial and vertical flows within the column and the variation of soil permeability within the disturbed soil zone.
- Published in:
- Canadian Geotechnical Journal, 2010, v. 47, n. 2, p. 207, doi. 10.1139/T09-086
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- Publication type:
- Article
9
Predicting the long-term performance of a wide embankment on soft soil using an elastic–viscoplastic model.
- Published in:
- Canadian Geotechnical Journal, 2010, v. 47, n. 2, p. 244, doi. 10.1139/T09-087
- By:
- Publication type:
- Article