Works matching IS 00083674 AND DT 2010 AND VI 47 AND IP 9
Results: 10
Upper-bound approach for analysis of cantilever retaining walls.
- Published in:
- Canadian Geotechnical Journal, 2010, v. 47, n. 9, p. 999, doi. 10.1139/T10-004
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- Publication type:
- Article
Finite element investigations of granular material behaviour during cyclic wall shearing under a constant normal stiffness condition.
- Published in:
- Canadian Geotechnical Journal, 2010, v. 47, n. 9, p. 985, doi. 10.1139/T10-001
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- Publication type:
- Article
Radial consolidation modelling incorporating the effect of a smear zone for a multilayer soil with downdrag caused by mandrel action.
- Published in:
- Canadian Geotechnical Journal, 2010, v. 47, n. 9, p. 1024, doi. 10.1139/T09-149
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- Article
Discussion of 'Analysis of active earth pressure against rigid caissons backfilled with crushed rock and sand'.
- Published in:
- Canadian Geotechnical Journal, 2010, v. 47, n. 9, p. 1036, doi. 10.1139/T10-051
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- Publication type:
- Article
Reply to the discussion by Chugh on 'Analysis of active earth pressure against rigid caissons backfilled with crushed rock and sand'.
- Published in:
- Canadian Geotechnical Journal, 2010, v. 47, n. 9, p. 1044, doi. 10.1139/T10-050
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- Publication type:
- Article
Quantitative prop support estimation and remote monitor early warning for hard roof weighting at the Muchengjian Mine in China.
- Published in:
- Canadian Geotechnical Journal, 2010, v. 47, n. 9, p. 947, doi. 10.1139/T10-009
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- Publication type:
- Article
Influence of exsolved gases on slope performance at the Sarnia approach cut to the St. Clair Tunnel.
- Published in:
- Canadian Geotechnical Journal, 2010, v. 47, n. 9, p. 971, doi. 10.1139/T10-008
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- Publication type:
- Article
Application of suction stress for estimating unsaturated shear strength of soils using direct shear testing under low confining pressure.
- Published in:
- Canadian Geotechnical Journal, 2010, v. 47, n. 9, p. 955, doi. 10.1139/T10-007
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- Publication type:
- Article
Large-scale geomechanical model testing of an underground cavern group in a true three-dimensional (3-D) stress state.
- Published in:
- Canadian Geotechnical Journal, 2010, v. 47, n. 9, p. 935, doi. 10.1139/T10-006
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- Publication type:
- Article
A factored strength approach for the limit states design of geotechnical structures.
- Published in:
- Canadian Geotechnical Journal, 2010, v. 47, n. 9, p. 1011, doi. 10.1139/T10-005
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- Publication type:
- Article