Hydraulic conductivity of clay mixed with nanomaterials.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 6, p. 808, doi. 10.1139/cgj-2014-0313
- By:
- Publication type:
- Article
Works matching IS 00083674 AND DT 2015 AND VI 52 AND IP 6
Results: 14
1
2
Influence of padeye offset on bearing capacity of three-dimensional plate anchors.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 6, p. 682, doi. 10.1139/cgj-2014-0120
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- Publication type:
- Article
3
Scaling law of static liquefaction mechanism in geocentrifuge and corresponding hydromechanical characterization of an unsaturated silty sand having a viscous pore fluid.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 6, p. 708, doi. 10.1139/cgj-2014-0237
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- Publication type:
- Article
4
Embracing open access and offering greater choice for authors.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 6, p. iii, doi. 10.1139/cgj-2015-0190
- Publication type:
- Article
5
Time-dependent pullout behavior of glass fiber reinforced polymer (GFRP) soil nail in sand.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 6, p. 671, doi. 10.1139/cgj-2013-0381
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- Publication type:
- Article
6
Measuring shear wave velocity, Vs, of a hidden layer: an application to soil improvement under roads.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 6, p. 721, doi. 10.1139/cgj-2014-0125
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- Publication type:
- Article
7
Modeling swelling-shrinkage behavior of compacted expansive soils during wetting-drying cycles.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 6, p. 783, doi. 10.1139/cgj-2014-0059
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- Publication type:
- Article
8
Relationship between installation torque and axial capacities of helical piles in cohesionless soils.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 6, p. 747, doi. 10.1139/cgj-2013-0395
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- Publication type:
- Article
9
Specimen size effects on behavior of loose sand in triaxial compression tests.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 6, p. 732, doi. 10.1139/cgj-2014-0234
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- Publication type:
- Article
10
Permanent deformation characteristics of saturated sand under cyclic loading.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 6, p. 795, doi. 10.1139/cgj-2014-0341
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- Publication type:
- Article
11
Effect of consolidation on responses of a single pile subjected to lateral soil movement.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 6, p. 769, doi. 10.1139/cgj-2014-0157
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- Publication type:
- Article
12
Lime pile techniques for the improvement of clay soils.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 6, p. 760, doi. 10.1139/cgj-2014-0073
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- Publication type:
- Article
13
Effect of footing width on N<sub>γ</sub> and failure envelope of eccentrically and obliquely loaded strip footings on sand.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 6, p. 694, doi. 10.1139/cgj-2013-0378
- By:
- Publication type:
- Article
14
Appuyer le libre accès et offrir un plus grand choix aux auteurs.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 6, p. v, doi. 10.1139/cgj-2015-0197
- Publication type:
- Article