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Prethodno priopćenje
https://doi.org/10.14256/JCE.1683.2016

Excess pore pressure generation and post-cyclic loading settlement of geofiber-reinforced sand

Kenan Hazirbaba
Maksat Omarow

Puni tekst: engleski, pdf (809 KB) str. 11-18 preuzimanja: 201* citiraj
APA 6th Edition
Hazirbaba, K. i Omarow, M. (2018). Excess pore pressure generation and post-cyclic loading settlement of geofiber-reinforced sand. Građevinar, 70 (01.), 11-18. https://doi.org/10.14256/JCE.1683.2016
MLA 8th Edition
Hazirbaba, Kenan i Maksat Omarow. "Excess pore pressure generation and post-cyclic loading settlement of geofiber-reinforced sand." Građevinar, vol. 70, br. 01., 2018, str. 11-18. https://doi.org/10.14256/JCE.1683.2016. Citirano 24.09.2020.
Chicago 17th Edition
Hazirbaba, Kenan i Maksat Omarow. "Excess pore pressure generation and post-cyclic loading settlement of geofiber-reinforced sand." Građevinar 70, br. 01. (2018): 11-18. https://doi.org/10.14256/JCE.1683.2016
Harvard
Hazirbaba, K., i Omarow, M. (2018). 'Excess pore pressure generation and post-cyclic loading settlement of geofiber-reinforced sand', Građevinar, 70(01.), str. 11-18. https://doi.org/10.14256/JCE.1683.2016
Vancouver
Hazirbaba K, Omarow M. Excess pore pressure generation and post-cyclic loading settlement of geofiber-reinforced sand. Građevinar [Internet]. 2018 [pristupljeno 24.09.2020.];70(01.):11-18. https://doi.org/10.14256/JCE.1683.2016
IEEE
K. Hazirbaba i M. Omarow, "Excess pore pressure generation and post-cyclic loading settlement of geofiber-reinforced sand", Građevinar, vol.70, br. 01., str. 11-18, 2018. [Online]. https://doi.org/10.14256/JCE.1683.2016
Puni tekst: hrvatski, pdf (833 KB) str. 11-18 preuzimanja: 75* citiraj
APA 6th Edition
Hazirbaba, K. i Omarow, M. (2018). Odgovor pijeska ojačanog polimernim vlaknima na dinamičko opterećenje. Građevinar, 70 (01.), 11-18. https://doi.org/10.14256/JCE.1683.2016
MLA 8th Edition
Hazirbaba, Kenan i Maksat Omarow. "Odgovor pijeska ojačanog polimernim vlaknima na dinamičko opterećenje." Građevinar, vol. 70, br. 01., 2018, str. 11-18. https://doi.org/10.14256/JCE.1683.2016. Citirano 24.09.2020.
Chicago 17th Edition
Hazirbaba, Kenan i Maksat Omarow. "Odgovor pijeska ojačanog polimernim vlaknima na dinamičko opterećenje." Građevinar 70, br. 01. (2018): 11-18. https://doi.org/10.14256/JCE.1683.2016
Harvard
Hazirbaba, K., i Omarow, M. (2018). 'Odgovor pijeska ojačanog polimernim vlaknima na dinamičko opterećenje', Građevinar, 70(01.), str. 11-18. https://doi.org/10.14256/JCE.1683.2016
Vancouver
Hazirbaba K, Omarow M. Odgovor pijeska ojačanog polimernim vlaknima na dinamičko opterećenje. Građevinar [Internet]. 2018 [pristupljeno 24.09.2020.];70(01.):11-18. https://doi.org/10.14256/JCE.1683.2016
IEEE
K. Hazirbaba i M. Omarow, "Odgovor pijeska ojačanog polimernim vlaknima na dinamičko opterećenje", Građevinar, vol.70, br. 01., str. 11-18, 2018. [Online]. https://doi.org/10.14256/JCE.1683.2016

Sažetak
The response of geofibre-reinforced sand to dynamic loading is investigated in this paper in terms of excess pore pressure generation and post-cyclic load reconsolidation. Strain-controlled, undrained triaxial tests were performed on saturated sand specimens prepared with varying geofibre content. Tape type and fibrillated type polypropylene geofibre were used with Ottawa (C-109) sand at 0.2%, 0.5%, and 1% dosages by dry weight of soil. The tape type geofibre was found to be more effective than the fibrillated type in reducing the excess pore pressure. Both the type and content of geofibre were found to influence the post-loading settlement.

Ključne riječi
geofiber-reinforced sand; excess pore pressure; cyclic loading; liquefaction; volumetric strain

Hrčak ID: 194330

URI
https://hrcak.srce.hr/194330

[hrvatski]

Posjeta: 353 *