A laboratory investigation of the dynamic properties of tailings.
- Published in:
- Canadian Geotechnical Journal, 2011, v. 48, n. 11, p. 1587, doi. 10.1139/t11-060
- By:
- Publication type:
- Article
Works matching IS 00083674 AND DT 2011 AND VI 48 AND IP 11
Results: 12
1
2
Dynamic soil parameters and Case damping for high-capacity long H-piles.
- Published in:
- Canadian Geotechnical Journal, 2011, v. 48, n. 11, p. 1616, doi. 10.1139/t11-064
- By:
- Publication type:
- Article
3
Inter-ramp and bench design of open-pit mines: the Portage pit case study.
- Published in:
- 2011
- By:
- Publication type:
- Case Study
4
Optimization of perforation drilling for mitigating punch-through in multi-layered clays.
- Published in:
- Canadian Geotechnical Journal, 2011, v. 48, n. 11, p. 1658, doi. 10.1139/t11-065
- By:
- Publication type:
- Article
5
Diagnosis of embankment dam distresses using Bayesian networks. Part I. Global-level characteristics based on a dam distress database.
- Published in:
- Canadian Geotechnical Journal, 2011, v. 48, n. 11, p. 1630, doi. 10.1139/t11-069
- By:
- Publication type:
- Article
6
Diagnosis of embankment dam distresses using Bayesian networks. Part II. Diagnosis of a specific distressed dam.
- Published in:
- Canadian Geotechnical Journal, 2011, v. 48, n. 11, p. 1645, doi. 10.1139/t11-070
- By:
- Publication type:
- Article
7
Application of rock cover alteration ratio concept in preliminary design of unlined pressure tunnels.
- Published in:
- Canadian Geotechnical Journal, 2011, v. 48, n. 11, p. 1674, doi. 10.1139/t11-054
- By:
- Publication type:
- Article
8
Progressive failures in eastern Canadian and Scandinavian sensitive clays.
- Published in:
- Canadian Geotechnical Journal, 2011, v. 48, n. 11, p. 1696, doi. 10.1139/t11-059
- By:
- Publication type:
- Article
9
Limit equilibrium analysis for the design of backfilled stope barricades made of waste rock.
- Published in:
- Canadian Geotechnical Journal, 2011, v. 48, n. 11, p. 1713, doi. 10.1139/t11-063
- By:
- Publication type:
- Article
10
Geotechnical resistance factors for ultimate limit state design of deep foundations in cohesive soils.
- Published in:
- Canadian Geotechnical Journal, 2011, v. 48, n. 11, p. 1729, doi. 10.1139/t11-066
- By:
- Publication type:
- Article
11
Geotechnical resistance factors for ultimate limit state design of deep foundations in frictional soils.
- Published in:
- Canadian Geotechnical Journal, 2011, v. 48, n. 11, p. 1742, doi. 10.1139/t11-068
- By:
- Publication type:
- Article
12
Investigating pipeline-soil interaction under axial-lateral relative movements in sand.
- Published in:
- Canadian Geotechnical Journal, 2011, v. 48, n. 11, p. 1683, doi. 10.1139/t11-061
- By:
- Publication type:
- Article