Incorporating setup into load and resistance factor design of driven piles in sand.
- Published in:
- Canadian Geotechnical Journal, 2009, v. 46, n. 3, p. 296, doi. 10.1139/T08-118
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- Publication type:
- Article
Works matching IS 00083674 AND DT 2009 AND VI 46 AND IP 3
Results: 9
1
2
Modified state parameter for characterizing static liquefaction of sand with fines.
- Published in:
- Canadian Geotechnical Journal, 2009, v. 46, n. 3, p. 281, doi. 10.1139/T08-122
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- Publication type:
- Article
3
25 years of movement monitoring on South Peak, Turtle Mountain: understanding the hazard.
- Published in:
- Canadian Geotechnical Journal, 2009, v. 46, n. 3, p. 256, doi. 10.1139/T08-121
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- Publication type:
- Article
4
Design procedure for vertical drains considering a linear variation of lateral permeability within the smear zone.
- Published in:
- Canadian Geotechnical Journal, 2009, v. 46, n. 3, p. 270, doi. 10.1139/T08-124
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- Publication type:
- Article
5
Evaluation of the influence of boundary confinement on the behaviour of unsaturated swelling clay soils.
- Published in:
- Canadian Geotechnical Journal, 2009, v. 46, n. 3, p. 339, doi. 10.1139/T08-125
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- Publication type:
- Article
6
Full-scale testing of draped nets for rock fall protection.
- Published in:
- Canadian Geotechnical Journal, 2009, v. 46, n. 3, p. 306, doi. 10.1139/T08-126
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- Publication type:
- Article
7
Numerical parametric study of expanded polystyrene (EPS) geofoam seismic buffers.
- Published in:
- Canadian Geotechnical Journal, 2009, v. 46, n. 3, p. 318, doi. 10.1139/T08-128
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- Publication type:
- Article
8
Finite element analysis of an embankment on a soft estuarine deposit using an elastic–viscoplastic soil model.
- Published in:
- Canadian Geotechnical Journal, 2009, v. 46, n. 3, p. 357, doi. 10.1139/T08-129
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- Publication type:
- Article
9
Test study on the characteristics of mudcakes and in situ soils around bored piles.
- Published in:
- Canadian Geotechnical Journal, 2009, v. 46, n. 3, p. 241, doi. 10.1139/T08-119
- By:
- Publication type:
- Article