A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Engineering behaviour for fibre-reinforced pond ash and silty sand
This note presents the results of laboratory investigations conducted on silty sand and pond ash specimens reinforced with randomly distributed polyester fibres. The test results reveal that the inclusion of fibres in soils increases the peak compressive strength, CBR value, peak friction angle, and ductility of the specimens. It is concluded that the optimum fibre content for both silty sand and pond ash is approximately 0.3 to 0.4 % of the dry unit weight.
Engineering behaviour for fibre-reinforced pond ash and silty sand
This note presents the results of laboratory investigations conducted on silty sand and pond ash specimens reinforced with randomly distributed polyester fibres. The test results reveal that the inclusion of fibres in soils increases the peak compressive strength, CBR value, peak friction angle, and ductility of the specimens. It is concluded that the optimum fibre content for both silty sand and pond ash is approximately 0.3 to 0.4 % of the dry unit weight.
Engineering behaviour for fibre-reinforced pond ash and silty sand
Bautechnisches Verhalten von faserverstärktem Teichfaulschlamm und Treibsand
Kumar, R. (author) / Kanaujia, V.K. (author) / Chandra, D. (author)
Geosynthetics International ; 6 ; 509-518
1999
10 Seiten, 6 Bilder, 6 Tabellen, 10 Quellen
Article (Journal)
English
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