Citation: Al. Li et Rk. Rowe, Influence of creep and stress-relaxation of geosynthetic reinforcement on embankment behaviour, GEOSYNTH IN, 8(3), 2001, pp. 233-270
Citation: N. Touze-foltz et al., Liquid flow through composite liners due to geomembrane defects: Nonuniform hydraulic transmissivity at the liner interface, GEOSYNTH IN, 8(1), 2001, pp. 1-26
Citation: Rk. Rowe et Gd. Skinner, Numerical analysis of geosynthetic reinforced retaining wall constructed on a layered soil foundation, GEOTEXT GEO, 19(7), 2001, pp. 387-412
Citation: Rwi. Brachman et al., The performance of a laboratory facility for evaluating the structural response of small-diameter buried pipes, CAN GEOTECH, 38(2), 2001, pp. 260-275
Citation: N. Touze-foltz et al., Liquid flow through composite liners due to geomembrane defects: Analytical solutions for axi-symmetric and two-dimensional problems (vol 6, pg 455, 1999), GEOSYNTH IN, 7(1), 2000, pp. 77-77
Citation: Ct. Gnanendran et al., Discussion: Back analyses of geosynthetic-reinforced embankments on soft soils (E.M. Palmeira, J.H.F. Pereira and R.L. da Silva, 16 (5) (1998), pp. 273-292), GEOTEXT GEO, 18(1), 2000, pp. 63-65
Citation: Rwi. Brachman et al., The design of a laboratory facility for evaluating the structural responseof small-diameter buried pipes, CAN GEOTECH, 37(2), 2000, pp. 281-295
Citation: N. Touze-foltz et al., Liquid flow through composite liners due to geomembrane defects: Analytical solutions for axi-symmetric and two-dimensional problems, GEOSYNTH IN, 6(6), 1999, pp. 455-479
Citation: Hs. Yu et Rk. Rowe, Plasticity solutions for soil behaviour around contracting cavities and tunnels, INT J NUM A, 23(12), 1999, pp. 1245-1279