PL EN


Preferences help
enabled [disable] Abstract
Number of results
2017 | 132 | 3 | 674-678
Article title

Dynamic Behavior of a Clayey Sand Reinforced with Polypropylene Fiber

Content
Title variants
Languages of publication
EN
Abstracts
EN
It is a well-identified fact that more elaborate laboratory studies should be carried out for evaluation of dynamic properties of different types of soils. Regardless of the mechanisms affecting the mechanical behaviour of the soils, past studies reveal that existence of fiber positively affects the strength of either cohesive or non-cohesive soils. A short literature survey provides numerous studies on the stress-strain behaviour of fine/coarse soils, reinforced by polypropylene fiber. On the other hand, studies concerning fiber reinforced soils subjected to dynamic loading are relatively rare. Therefore, in this research it was intended to investigate the effects of polypropylene fiber inclusion on the dynamic behavior of a clayey sand soil, within an experimental framework. In this scope, a number of cyclic triaxial compression tests were conducted to assess the effect of fiber presence. The effects of fiber length and content were experimentally evaluated. Hence, the variation of shear modulus ratio and damping ratio values by shear deformation was plotted to observe the effects of fiber length and inclusion level as well. The results are presented along with detailed evaluations.
Keywords
EN
Contributors
author
  • Ege University, Civil Engineering Department, Izmir, Turkey
  • Ege University, Civil Engineering Department, Izmir, Turkey
author
  • Kilis 7 Aralik University, Civil Engineering Department, Kilis, Turkey
author
  • Ege University, Civil Engineering Department, Izmir, Turkey
author
  • Ege University, Civil Engineering Department, Izmir, Turkey
author
  • Ege University, Civil Engineering Department, Izmir, Turkey
References
  • [1] F. Yılmaz, H.A. Kamiloğlu, E. Şadoğlu, Acta Phys. Pol. A 128, B-392 (2015), doi: 10.12693/APhysPolA.128.B-392
  • [2] A. Sezer, A. Mardani-Aghabaglou, A. Boz, N. Tanrınıan, Acta Phys. Pol. A 130, 23 (2016), doi: 10.12693/APhysPolA.130.23
  • [3] C.P. Ndepete, S. Sert, Acta Phys. Pol. A 130, 355 (2016), doi: 10.12693/APhysPolA.130.355
  • [4] G.İ. Sezer, Ş. Yazıcı, A. Sezer, Acta Phys. Pol. A 128, B-37 (2015), doi: 10.12693/APhysPolA.128.B-37
  • [5] N. Özsoy, M. Özsoy, M. Mimaroğlu, Acta Phys. Pol. A 128, B-55 (2015), doi: 10.12693/APhysPolA.128.B-55
  • [6] S. Ekşi, K. Genel, Acta Phys. Pol. A 128, B-59 (2015), doi: 10.12693/APhysPolA.128.B-59
  • [7] N. Özsoy, M. Özsoy, M. Mimaroğlu, Acta Phys. Pol. A 130, 297 (2016), doi: 10.12693/APhysPolA.130.297
  • [8] N.C. Consoli, M.A.A. Bassani, L. Festugato, Geotextiles Geomembranes 28, 344 (2010), doi: 10.1016/j.geotexmem.2010.01.005
  • [9] M. Olgun, Cold Reg. Sci. Technol. 93, 36 (2013), doi: 10.1016/j.coldregions.2013.06.001
  • [10] R. Starcher, C. Liu, Mechanical Behavior of Cement- and Cement-Fiber-Improved Soft Soils, in: Geo-Congress, 2013 p. 2041, doi: 10.1061/9780784412787.206
  • [11] M. Chen, S.L. Shen, A. Arulrajah, H.N. Wu, D.W. Hou, Y.S. Xu, Geotextiles Geomembranes 43, 515 (2015), doi: 10.1016/j.geotexmem.2015.05.004
  • [12] P. Sukontasukkul, P. Jamsawang, Construct. Build. Mater. 29, 201 (2012), doi: 10.1016/j.conbuildmat.2011.10.040
  • [13] A.S.A. Correia, P.J.V. Olivera, D.G. Custódio, Geotextiles Geomembranes 43, 97 (2015), doi: 10.1016/j.geotexmem.2014.11.008
  • [14] N. Nahlawi, J.K. Kodikara, Geotech. Geolog. Engin. 24, 1641 (2006), doi: 10.1007/s10706-005-4894-4
  • [15] A. Hamidi, M. Hooresfand, Geotextiles Geomembranes 36, 1 (2013), doi: 10.1016/j.geotexmem.2012.10.005
  • [16] A. Boominathan, S. Hari, Soil Dynam. Earthquake Engin. 22, 1027 (2002), doi: 10.1016/S0267-7261(02)00127-6
  • [17] E. Ibraim, A. Diambra, D. Muir Wood, A.R. Russell, Geotextiles Geomembranes 28, 374 (2010), doi: 10.1016/j.geotexmem.2009.12.001
  • [18] B. Maheshwari, H. Singh, S. Saran, J. Geotech. Geoenviron. Engin. 139, 1634 (2013), doi: 10.1061/(ASCE)GT.1943-5606.0000935
  • [19] R. Noorzad, P. Fardad Amini, Soil Dynam. Earthquake Engin. 66, 281 (2014), doi: 10.1016/j.soildyn.2014.07.011
  • [20] JGS 0542-2000, Method for Cyclic Triaxial Test to Determine Deformation Properties of Geomaterials, Standards of Japanese Geotechnical Society for Laboratory Shear Test, The Japanese Geotechnical Society, Tokyo 2000
Document Type
Publication order reference
Identifiers
YADDA identifier
bwmeta1.element.bwnjournal-article-appv132n3p072kz
JavaScript is turned off in your web browser. Turn it on to take full advantage of this site, then refresh the page.