The effect of fiber reinforcement on the behavior of cemented sand

S. Sbahieh, B. Teymur

Araştırma sonucu: Kitap/Rapor/Konferans Bildirisinde BölümKonferans katkısıbilirkişi

3 Atıf (Scopus)

Özet

Unconfined compression tests were performed to determine the benefit of using randomly distributed polypropylene fiber reinforcement mixed with Portland cement on the engineering behavior of sandy soils. Fiber length was 19 mm and the content of fiber was 0%, 0.1%, 0.3% and 0.5% by the dry weight of soil while the content of cement was 3%, 5% and 7% by the dry weight of soil. The samples were prepared at optimum water content and cured for 7 and 28 days in a moisture-curing tank. The results show that the addition of fiber reinforcement to the cemented soil results in increasing the unconfined compressive strength and axial strain at failure and it changed the behavior of the cemented soil from brittle behavior to a more ductile behavior.

Orijinal dilİngilizce
Ana bilgisayar yayını başlığı17th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2019 - Proceedings
EditörlerHaraldur Sigursteinsson, Sigurour Erlingsson, Sigurour Erlingsson, Bjarni Bessason
YayınlayanInternational Society for Soil Mechanics and Geotechnical Engineering
ISBN (Elektronik)9789935943613
DOI'lar
Yayın durumuYayınlandı - 2019
Etkinlik17th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2019 - Reykjavik, Iceland
Süre: 1 Eyl 20196 Eyl 2019

Yayın serisi

Adı17th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2019 - Proceedings
Hacim2019-September

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???event.eventtypes.event.conference???17th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2019
Ülke/BölgeIceland
ŞehirReykjavik
Periyot1/09/196/09/19

Bibliyografik not

Publisher Copyright:
© The authors and IGS: All rights reserved, 2019

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