4Jose Leitao Borges,Antonio Silva Cardoso.Overall stability of geosynthetic-rein forced embankments on soft soils[J].Geotextiles andGeomembranes,2002 (20) : 395-421. 被引量：1
5V.Tandjiria, B.K.Low, C.I.Teh. Effect of reinforcement force distribution on stabilityofembankments[J]. Geotextiles and Geomembrances, 2002 (20) : 423-443. 被引量：1
6Jose Leitao Borges, Antonio Silva Cardoso. Structural behaviour and parametric study of reinforced embankments on softclays[J]. Computersand Geotechnics, 2001 (28) : 209-233. 被引量：1
7[1]Jose Leitao Borges,Antonio Silva Cardoso.Overall stability of geosynthetic-reinforced embankments on soft soils[J].Geotextiles and Geomembranes,2002,20: 395-421. 被引量：1
8[2]V.Tandjiria,B.K.Low,C.I.Teh.Effect of reinforcement force distribution on stability of embankments[J].Geotextiles and Geomembrances,2002,20:423-443. 被引量：1
9[3]Jose Leitao Borges,Antonio Silva Cardoso.Structural behaviour and parametric study of reinforced embankments on soft clays[J].Computersand Geotechnics,2001,28: 209-233. 被引量：1
10[4]Shenbaga,R.K aniraj.Directional dependency of reinforcement force in reinforced embankments on soft soil[J].Geotextiles and Geomembrances,1996,14: 507-519. 被引量：1
