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 dil | İngilizce |
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Ana bilgisayar yayını başlığı | 17th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2019 - Proceedings |
Editörler | Haraldur Sigursteinsson, Sigurour Erlingsson, Sigurour Erlingsson, Bjarni Bessason |
Yayınlayan | International Society for Soil Mechanics and Geotechnical Engineering |
ISBN (Elektronik) | 9789935943613 |
DOI'lar | |
Yayın durumu | Yayınlandı - 2019 |
Etkinlik | 17th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2019 - Reykjavik, Iceland Süre: 1 Eyl 2019 → 6 Eyl 2019 |
Yayın serisi
Adı | 17th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2019 - Proceedings |
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Hacim | 2019-September |
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???event.eventtypes.event.conference??? | 17th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2019 |
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Ülke/Bölge | Iceland |
Şehir | Reykjavik |
Periyot | 1/09/19 → 6/09/19 |
Bibliyografik not
Publisher Copyright:© The authors and IGS: All rights reserved, 2019