Viscous behaviour of clays in one-dimensional compression.
- Published in:
- Canadian Geotechnical Journal, 2014, v. 51, n. 7, p. 795, doi. 10.1139/cgj-2013-0198
- By:
- Publication type:
- Article
Works matching IS 00083674 AND DT 2014 AND VI 51 AND IP 7
Results: 11
1
2
Compressive strength of soils amended with a bacterial succinoglycan: effects of soluble salts and organic matter.
- Published in:
- Canadian Geotechnical Journal, 2014, v. 51, n. 7, p. 747, doi. 10.1139/cgj-2012-0369
- By:
- Publication type:
- Article
3
Effect of fine particles on the hydraulic behavior of interlayer soil in railway substructure.
- Published in:
- Canadian Geotechnical Journal, 2014, v. 51, n. 7, p. 735, doi. 10.1139/cgj-2013-0170
- By:
- Publication type:
- Article
4
Discussion of 'Stability assessment of slopes with cracks using limit analysis'<sup>1</sup>.
- Published in:
- 2014
- By:
- Publication type:
- Opinion
5
Complex dielectric permittivity of organically modified bentonite suspensions (0.2-1.3 GHz).
- Published in:
- Canadian Geotechnical Journal, 2014, v. 51, n. 7, p. 782, doi. 10.1139/cgj-2013-0286
- By:
- Publication type:
- Article
6
Behaviour of H-piles supporting an integral abutment bridge.
- Published in:
- Canadian Geotechnical Journal, 2014, v. 51, n. 7, p. 713, doi. 10.1139/cgj-2013-0254
- By:
- Publication type:
- Article
7
Estimating long-term settlement of floating stone column groups.
- Published in:
- Canadian Geotechnical Journal, 2014, v. 51, n. 7, p. 770, doi. 10.1139/cgj-2012-0477
- By:
- Publication type:
- Article
8
Reply to the discussion by Utili on 'Stability assessment of slopes with cracks using limit analysis'<sup>1</sup>.
- Published in:
- 2014
- By:
- Publication type:
- Opinion
9
Group reduction factors for analysis of laterally loaded pile groups.
- Published in:
- Canadian Geotechnical Journal, 2014, v. 51, n. 7, p. 758, doi. 10.1139/cgj-2013-0202
- By:
- Publication type:
- Article
10
Corrigendum: Stability assessment of slopes with cracks using limit analysis.
- Published in:
- 2014
- By:
- Publication type:
- Correction Notice
11
Unified hardening (UH) model for overconsolidated unsaturated soils.
- Published in:
- Canadian Geotechnical Journal, 2014, v. 51, n. 7, p. 810, doi. 10.1139/cgj-2013-0183
- By:
- Publication type:
- Article