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Published in 2017 at "International Journal of Geosynthetics and Ground Engineering"
DOI: 10.1007/s40891-017-0090-x
Abstract: Proctor compaction and California bearing ratio (CBR) tests were performed on glass fibre-reinforced cohesive soil to investigate its suitability as a subgrade material. The effects of varying fibre content, fibre length, compacted moisture content and…
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Keywords:
glass fibre;
fibre;
reinforced cohesive;
fibre reinforced ... See more keywords