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1
Development and verification of a numerical model for the analysis of geosynthetic-reinforced soil segmental walls under working stress conditions
Development and verification of a numerical model for the analysis of geosynthetic-reinforced soil segmental walls under working stress conditions
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Development and verification of a numerical model for the analysis of geosynthetic-reinforced soil segmental walls under working stress conditions

Hatami, Kianoosh ; Bathurst, Richard J

Canadian geotechnical journal, 2005-08, Vol.42 (4), p.1066-1085 [Periódico revisado por pares]

Ottawa, Canada: NRC Research Press

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2
Analytical and numerical solutions for a single vertical drain including the effects of vacuum preloading
Analytical and numerical solutions for a single vertical drain including the effects of vacuum preloading
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Analytical and numerical solutions for a single vertical drain including the effects of vacuum preloading

Indraratna, Buddhima ; Rujikiatkamjorn, Cholachat ; Sathananthan, Iyathurai

Canadian geotechnical journal, 2005-08, Vol.42 (4), p.994-1014 [Periódico revisado por pares]

Ottawa, Canada: NRC Research Press

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3
Distributions of ground movements parallel to deep excavations in clay
Distributions of ground movements parallel to deep excavations in clay
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Distributions of ground movements parallel to deep excavations in clay

Roboski, Jill ; Finno, Richard J

Canadian geotechnical journal, 2006-01, Vol.43 (1), p.43-58 [Periódico revisado por pares]

Ottawa, Canada: NRC Research Press

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4
A field study on the behavior of a foundation underpinned by micropiles
A field study on the behavior of a foundation underpinned by micropiles
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A field study on the behavior of a foundation underpinned by micropiles

Han, Jie ; Ye, Shu-Lin

Canadian geotechnical journal, 2006-01, Vol.43 (1), p.30-42 [Periódico revisado por pares]

Ottawa, Canada: NRC Research Press

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5
Lateral stress changes and shaft friction for model displacement piles in sand
Lateral stress changes and shaft friction for model displacement piles in sand
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Lateral stress changes and shaft friction for model displacement piles in sand

Lehane, Barry M ; White, David J

Canadian geotechnical journal, 2005-08, Vol.42 (4), p.1039-1052 [Periódico revisado por pares]

Ottawa, Canada: NRC Research Press

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6
Reliability of bored pile foundations considering bias in failure criteria
Reliability of bored pile foundations considering bias in failure criteria
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Reliability of bored pile foundations considering bias in failure criteria

Zhang, L M ; Li, D Q ; Tang, Wilson H

Canadian geotechnical journal, 2005-08, Vol.42 (4), p.1086-1093 [Periódico revisado por pares]

Ottawa, Canada: NRC Research Press

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7
Influence of rainfall regime on hydraulic conditions and movement rates in the overconsolidated clayey slope of the Orvieto hill (central Italy)
Influence of rainfall regime on hydraulic conditions and movement rates in the overconsolidated clayey slope of the Orvieto hill (central Italy)
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Influence of rainfall regime on hydraulic conditions and movement rates in the overconsolidated clayey slope of the Orvieto hill (central Italy)

Tommasi, Paolo ; Pellegrini, Paola ; Boldini, Daniela ; Ribacchi, Renato

Canadian geotechnical journal, 2006-01, Vol.43 (1), p.70-86 [Periódico revisado por pares]

Ottawa, Canada: NRC Research Press

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Assunto 

  1. Geotechnology  (6)
  2. Soil Mechanics  (6)
  3. Clastic Sediments  (5)
  4. Sediments  (5)
  5. Foundations  (4)
  6. Clay  (4)
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