... a surplus strength to the soil, its real strength contribution is highly dependent on the re-orientation of fibres within the spatial domain of the compacted soil under loading. In this study, a series of unconsolidated undrained triaxial tests were carried out on miniature fibre-reinforced clay samples...

...M.-D. Nguyen; K.-H. Yang; W. M. Yalew This paper presents a series of compaction tests for investigating the compaction behavior of nonwoven geotextile-reinforced clay and the effects of permeable geotextiles on improvements in the density of reinforced clay. Specimens were compacted by varying...