Works matching IS 10212019 AND DT 2013 AND VI 55 AND IP 3
Results: 12
A field study of the in situ moisture regime during active hydraulic tailings deposition.
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- Journal of the South African Institution of Civil Engineering, 2013, v. 55, n. 3, p. 57
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Rocking shear wall foundations in regions of moderate seismicity.
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- Journal of the South African Institution of Civil Engineering, 2013, v. 55, n. 3, p. 47
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Critical normal traffic loading for flexure of skew bridges according to TMH7.
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- Journal of the South African Institution of Civil Engineering, 2013, v. 55, n. 3, p. 86
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- Article
Causes of delay in road construction projects in Malawi.
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- Journal of the South African Institution of Civil Engineering, 2013, v. 55, n. 3, p. 79
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- Article
The use of groundpenetrating radar to develop a track substructure characterisation model.
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- Journal of the South African Institution of Civil Engineering, 2013, v. 55, n. 3, p. 69
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- Article
Exploring the flow number (FN) index as a means to characterise the HMA permanent deformation response under FN testing.
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- Journal of the South African Institution of Civil Engineering, 2013, v. 55, n. 3, p. 103
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Structurally efficient housing incorporating natural forms.
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- Journal of the South African Institution of Civil Engineering, 2013, v. 55, n. 3, p. 96
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- Article
Incorporating rainfall uncertainty into catchment modelling.
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- Journal of the South African Institution of Civil Engineering, 2013, v. 55, n. 3, p. 36
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Laser-based assessment of road aggregate particle shape and texture properties with the aim of deriving comparative models.
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- Journal of the South African Institution of Civil Engineering, 2013, v. 55, n. 3, p. 30
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- Article
The integration of railway asset management information to ensure maintenance effectiveness.
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- Journal of the South African Institution of Civil Engineering, 2013, v. 55, n. 3, p. 18
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- Article
Friction behaviour of fresh concrete in the vicinity of formwork.
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- Journal of the South African Institution of Civil Engineering, 2013, v. 55, n. 3, p. 10
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- Article
Modelling of the fracture process zone to improve the crack propagation criterion in concrete.
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- Journal of the South African Institution of Civil Engineering, 2013, v. 55, n. 3, p. 2
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- Article