Preliminary communication
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
Full text: croatian pdf 833 Kb
page 11-18
downloads: 249
cite
APA 6th Edition
Hazirbaba, K. & 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 and Maksat Omarow. "Excess pore pressure generation and post-cyclic loading settlement of geofiber-reinforced sand." Građevinar, vol. 70, no. 01., 2018, pp. 11-18. https://doi.org/10.14256/JCE.1683.2016. Accessed 5 May 2024.
Chicago 17th Edition
Hazirbaba, Kenan and Maksat Omarow. "Excess pore pressure generation and post-cyclic loading settlement of geofiber-reinforced sand." Građevinar 70, no. 01. (2018): 11-18. https://doi.org/10.14256/JCE.1683.2016
Harvard
Hazirbaba, K., and Omarow, M. (2018). 'Excess pore pressure generation and post-cyclic loading settlement of geofiber-reinforced sand', Građevinar, 70(01.), pp. 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 [cited 2024 May 05];70(01.):11-18. https://doi.org/10.14256/JCE.1683.2016
IEEE
K. Hazirbaba and M. Omarow, "Excess pore pressure generation and post-cyclic loading settlement of geofiber-reinforced sand", Građevinar, vol.70, no. 01., pp. 11-18, 2018. [Online]. https://doi.org/10.14256/JCE.1683.2016
Full text: english pdf 809 Kb
page 11-18
downloads: 353
cite
APA 6th Edition
Hazirbaba, K. & 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 and Maksat Omarow. "Excess pore pressure generation and post-cyclic loading settlement of geofiber-reinforced sand." Građevinar, vol. 70, no. 01., 2018, pp. 11-18. https://doi.org/10.14256/JCE.1683.2016. Accessed 5 May 2024.
Chicago 17th Edition
Hazirbaba, Kenan and Maksat Omarow. "Excess pore pressure generation and post-cyclic loading settlement of geofiber-reinforced sand." Građevinar 70, no. 01. (2018): 11-18. https://doi.org/10.14256/JCE.1683.2016
Harvard
Hazirbaba, K., and Omarow, M. (2018). 'Excess pore pressure generation and post-cyclic loading settlement of geofiber-reinforced sand', Građevinar, 70(01.), pp. 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 [cited 2024 May 05];70(01.):11-18. https://doi.org/10.14256/JCE.1683.2016
IEEE
K. Hazirbaba and M. Omarow, "Excess pore pressure generation and post-cyclic loading settlement of geofiber-reinforced sand", Građevinar, vol.70, no. 01., pp. 11-18, 2018. [Online]. https://doi.org/10.14256/JCE.1683.2016
Abstract
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.
Keywords
geofiber-reinforced sand; excess pore pressure; cyclic loading; liquefaction; volumetric strain
Hrčak ID:
194330
URI
https://hrcak.srce.hr/194330
Publication date:
21.2.2018.
Article data in other languages:
croatian
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