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Publisher: NRC Research Press

Volume 45, Number 5, 1 May 2008
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A theoretical solution for pile-supported embankments on soft soils under one-dimensional compression
pp. 611-623(13)
Authors: Chen, R. P.; Chen, Y. M.; Han, J.; Xu, Z. Z.

Significance and evaluation of Poisson's ratio in Rayleigh wave testing
pp. 624-635(12)
Authors: Karray, Mourad; Lefebvre, Guy

Mechanisms of pipe embedment and lateral breakout on soft clay
pp. 636-652(17)
Authors: White, D. J.; Gaudin, C.; Dingle, H. R.C.

Limit equilibrium slope stability analysis using rigid finite elements
pp. 653-662(10)
Authors: Stolle, Dieter; Guo, Peijun

Stability of tailings dams under static and seismic loading
pp. 663-675(13)
Authors: Psarropoulos, Prodromos N.; Tsompanakis, Yiannis

Laterally loaded rigid piles in cohesionless soil
pp. 676-697(22)
Author: Guo, Wei D.

Capillary-induced tensile strength in unsaturated sands
pp. 726-737(12)
Authors: Kim, Tae-Hyung; Sture, Stein

Discussion of “Compressibility behaviour of clays at large pressures”
pp. 738-740(3)
Authors: Juárez-Badillo, Eulalio

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