Geotechnical Engineering for Disaster Mitigation and Rehabilitation and Highway Engineering 2011 2011
DOI: 10.1142/9789814365161_0079
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Performance of Soft Clay Underneath a Ballast Model Embankment

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“…The effect of adding randomly different percentage of nylon fiber on compaction behavior of improved soils was clearly shown in Figures (3), (4), (5) and (6). Figure (3) shows the change of dry unit weight with water content of the intact soil.…”
Section: Presentation and Discussion Of Results 51 Effect On Compacmentioning
confidence: 96%
“…The effect of adding randomly different percentage of nylon fiber on compaction behavior of improved soils was clearly shown in Figures (3), (4), (5) and (6). Figure (3) shows the change of dry unit weight with water content of the intact soil.…”
Section: Presentation and Discussion Of Results 51 Effect On Compacmentioning
confidence: 96%