Research Article
BibTex RIS Cite

Shear Strength Parameters of Sand Reinforced with Polypropylene Fiber

Year 2021, Volume: 21 Issue: 4, 900 - 907, 31.08.2021
https://doi.org/10.35414/akufemubid.888613

Abstract

Improving the engineering properties of soils is one of the common necessity encountered in geotechnical engineering applications. This article investigates the effect of the addition of polypropylene fiber (PPF) on shear strength parameters of compacted sand. Different percentages of PPF (0.5%, 1.0% and 1.5%) by dry weight of the sand were added. Maximum dry density (MDD) and optimum moisture content (OMC) of sand alone and PPF-reinforced sand were measured by standard Proctor compaction test. Subsequently, shear box test was applied for sand and PPF-reinforced sand under three different normal stresses, samples were prepared under the condition of OMC and MDD. The results showed that when the percentage of PPF reaches 1%, the internal friction angle was at maximum value and cohesion is at the minimum value. With increasing percentage of PPF internal friction angle decreased and cohesion increased.

References

  • Anagnostopoulos, C. A., Papaliangas, T. T., Konstantinidis, D., & Patronis, C., 2013. Shear strength of sands reinforced with polypropylene fibers. Geotechnical and Geological Engineering., 31(2), 401-423.
  • ASTM, D 854, 2014. Standard test methods for specific gravity of soil solids by water pycnometer. American Society for Testing and Materials, West Conshohocken, Pennsylvania, USA.
  • ASTM, D 3080, 2011. Standard test method for direct shear test of soils under consolidated drained conditions. American Society for Testing and Materials, West Conshohocken, Pennsylvania, USA.
  • ASTM, D 4254-91, 2006. Standard test methods for minimum index density and unit weight of soils and calculation of relative density. American Society for Testing and Materials, West Conshohocken, Pennsylvania, USA.
  • ASTM, D 18, 2007. Standard Test Methods for Laboratory Compaction Characteristics of Soil. American Society for Testing and Materials, West Conshohocken, Pennsylvania, USA.
  • ASTM D 422-63, 2007. Standard Test Method for Particle-size Analysis of Soils. American Society for Testing and Materials, West Conshohocken, Pennsylvania, USA.
  • Attom, M. F., & Al-Tamimi, A. K., 2010. Effects of polypropylene fibers on the shear strength of sandy soil. International Journal of Geosciences., 1(1), 44-50.
  • Babu, A., Snigdha, V., Suhaila, K., & Swathy, V., 2016. Influence of polypropylene fibre on shear strength parameters of sandy soil. Int J Eng Res., 5.
  • Darvishi, A., & Erken, A., 2018. Effect of Polypropylene Fiber on Shear Strength Parameters of Sand, Paper presented at the Proceedings of the 3rd World Congress on Civil, Structural, and Environmental Engineering, Budapest, Hungary.
  • Devi, D., & Jempen, B., 2016. Shear strength behaviour of bamboo fiber reinforced soil. Int. Res. J. Eng. Technol., 3(8), 433-437.
  • Hamidi, A., & Hooresfand, M., 2013. Effect of fiber reinforcement on triaxial shear behavior of cement treated sand. Geotextiles and Geomembranes., 36, 1-9.
  • Ibraim, E. and Fourmont, S., 2007. Behaviour of sand reinforced with fibres. In: Proceedings of the Geotechnical Symposium in Roma, 16–17 March 2006, Rome: Springer, 807–818.
  • Jiang, H., Cai, Y., & Liu, J., 2010. Engineering properties of soils reinforced by short discrete polypropylene fiber. Journal of Materials in civil Engineering., 22(12), 1315-1322.
  • Kaushik, R., & Sharma, T., 2019. Influence of waste polypropylene fibers on resilient modulus of clay soil. Int. J. Res. Advent Technol., 7(1), 251-255.
  • Li, J., & Ding, D., 2002. Nonlinear elastic behavior of fiber-reinforced soil under cyclic loading. Soil dynamics and earthquake engineering, 22(9-12), 977-983.
  • Li, J., Tang, C., Wang, D., Pei, X., and Shi, B., 2014. Effect of discrete fibre reinforcement on soil tensile strength. Journal of Rock Mechanics and Geotechnical Engineering, 6(2), 133-137.
  • Liu, J., Feng, Q., Wang, Y., Bai, Y., Wei, J., and Song, Z., 2017. The effect of polymer-fiber stabilization on the unconfined compressive strength and shear strength of sand. Advances in Materials Science and Engineering., 2370763.
  • Mali, S., & Singh, B., 2014. Strength behaviour of cohesive soils reinforced with fibers. International journal of civil engineering research, 5(4), 353-360.
  • Noorzad, R., & Zarinkolaei, S. T. G., 2015. Comparison of mechanical properties of fiber-reinforced sand under triaxial compression and direct shear. Open Geosciences, 7 (1), 000010151520150041.
  • Prabakar, J., & Sridhar, R., 2002. Effect of random inclusion of sisal fibre on strength behaviour of soil, Construction and Building materials. 16(2), 123-131.
  • Rosman, M. Z., & Chan, C.-M., 2020. Effect of polypropylene fiber inclusion on the compressibility and consolidation characteristics of dredged marine soil. Materials Today, Proceedings, 31, 333-338.
  • Tang, C., Shi, B., Gao, W., Chen, F., & Cai, Y., 2007. Strength and mechanical behavior of short polypropylene fiber reinforced and cement stabilized clayey soil. Geotextiles and Geomembranes., 25(3), 194-202.
  • Unnikrishnan, N., Rajagopal, K., & Krishnaswamy, N., 2002. Behaviour of reinforced clay under monotonic and cyclic loading. Geotextiles and Geomembranes, 20(2), 117-133.
  • Int. Rsc. 1- http://syntechfibres.com/polypropylene/properties-of-polypropylen-fibres/, (01.02.2021)

Polipropilen Elyaf ile Güçlendirilmiş Kumun Kayma Mukavemeti Parametreleri

Year 2021, Volume: 21 Issue: 4, 900 - 907, 31.08.2021
https://doi.org/10.35414/akufemubid.888613

Abstract

Zeminlerin mühendislik özelliklerinin iyileştirilmesi, geoteknik mühendisliği uygulamalarında sıklıkla karşılaşılan gerekliliklerden biridir. Bu çalışmada, polipropilen elyaf (PPF) ilavesinin sıkıştırılmış bir kumun kayma mukavemeti parametreleri üzerindeki etkisi araştırılmıştır. Kuru kuma ağırlıkça farklı yüzdelerde (%0.5,%1.0 ve %1.5) PPF ilave edilmiştir. Katkısız kumun ve PPF ile güçlendirilmiş kumun maksimum kuru birim hacim ağırlıkları (MDD) ve optimum su muhtevaları (OMC) standart Proktor deneyi ile belirlenmiştir. OMC ve MDD şartlarında hazırlanan katkısız kum ve PPF takviyeli kum numuneler üzerinde üç farklı normal gerilme altında kesme kutusu deneyi yapılmıştır. Elde edilen sonuçlar, PPF yüzdesi % 1 olduğunda, içsel sürtünme açısının maksimum ve kohezyonun ise minimum değere ulaştığını göstermiştir. Artan PPF yüzdesi ile içsel sürtünme açısı azalmış ve kohezyon artmıştır.

References

  • Anagnostopoulos, C. A., Papaliangas, T. T., Konstantinidis, D., & Patronis, C., 2013. Shear strength of sands reinforced with polypropylene fibers. Geotechnical and Geological Engineering., 31(2), 401-423.
  • ASTM, D 854, 2014. Standard test methods for specific gravity of soil solids by water pycnometer. American Society for Testing and Materials, West Conshohocken, Pennsylvania, USA.
  • ASTM, D 3080, 2011. Standard test method for direct shear test of soils under consolidated drained conditions. American Society for Testing and Materials, West Conshohocken, Pennsylvania, USA.
  • ASTM, D 4254-91, 2006. Standard test methods for minimum index density and unit weight of soils and calculation of relative density. American Society for Testing and Materials, West Conshohocken, Pennsylvania, USA.
  • ASTM, D 18, 2007. Standard Test Methods for Laboratory Compaction Characteristics of Soil. American Society for Testing and Materials, West Conshohocken, Pennsylvania, USA.
  • ASTM D 422-63, 2007. Standard Test Method for Particle-size Analysis of Soils. American Society for Testing and Materials, West Conshohocken, Pennsylvania, USA.
  • Attom, M. F., & Al-Tamimi, A. K., 2010. Effects of polypropylene fibers on the shear strength of sandy soil. International Journal of Geosciences., 1(1), 44-50.
  • Babu, A., Snigdha, V., Suhaila, K., & Swathy, V., 2016. Influence of polypropylene fibre on shear strength parameters of sandy soil. Int J Eng Res., 5.
  • Darvishi, A., & Erken, A., 2018. Effect of Polypropylene Fiber on Shear Strength Parameters of Sand, Paper presented at the Proceedings of the 3rd World Congress on Civil, Structural, and Environmental Engineering, Budapest, Hungary.
  • Devi, D., & Jempen, B., 2016. Shear strength behaviour of bamboo fiber reinforced soil. Int. Res. J. Eng. Technol., 3(8), 433-437.
  • Hamidi, A., & Hooresfand, M., 2013. Effect of fiber reinforcement on triaxial shear behavior of cement treated sand. Geotextiles and Geomembranes., 36, 1-9.
  • Ibraim, E. and Fourmont, S., 2007. Behaviour of sand reinforced with fibres. In: Proceedings of the Geotechnical Symposium in Roma, 16–17 March 2006, Rome: Springer, 807–818.
  • Jiang, H., Cai, Y., & Liu, J., 2010. Engineering properties of soils reinforced by short discrete polypropylene fiber. Journal of Materials in civil Engineering., 22(12), 1315-1322.
  • Kaushik, R., & Sharma, T., 2019. Influence of waste polypropylene fibers on resilient modulus of clay soil. Int. J. Res. Advent Technol., 7(1), 251-255.
  • Li, J., & Ding, D., 2002. Nonlinear elastic behavior of fiber-reinforced soil under cyclic loading. Soil dynamics and earthquake engineering, 22(9-12), 977-983.
  • Li, J., Tang, C., Wang, D., Pei, X., and Shi, B., 2014. Effect of discrete fibre reinforcement on soil tensile strength. Journal of Rock Mechanics and Geotechnical Engineering, 6(2), 133-137.
  • Liu, J., Feng, Q., Wang, Y., Bai, Y., Wei, J., and Song, Z., 2017. The effect of polymer-fiber stabilization on the unconfined compressive strength and shear strength of sand. Advances in Materials Science and Engineering., 2370763.
  • Mali, S., & Singh, B., 2014. Strength behaviour of cohesive soils reinforced with fibers. International journal of civil engineering research, 5(4), 353-360.
  • Noorzad, R., & Zarinkolaei, S. T. G., 2015. Comparison of mechanical properties of fiber-reinforced sand under triaxial compression and direct shear. Open Geosciences, 7 (1), 000010151520150041.
  • Prabakar, J., & Sridhar, R., 2002. Effect of random inclusion of sisal fibre on strength behaviour of soil, Construction and Building materials. 16(2), 123-131.
  • Rosman, M. Z., & Chan, C.-M., 2020. Effect of polypropylene fiber inclusion on the compressibility and consolidation characteristics of dredged marine soil. Materials Today, Proceedings, 31, 333-338.
  • Tang, C., Shi, B., Gao, W., Chen, F., & Cai, Y., 2007. Strength and mechanical behavior of short polypropylene fiber reinforced and cement stabilized clayey soil. Geotextiles and Geomembranes., 25(3), 194-202.
  • Unnikrishnan, N., Rajagopal, K., & Krishnaswamy, N., 2002. Behaviour of reinforced clay under monotonic and cyclic loading. Geotextiles and Geomembranes, 20(2), 117-133.
  • Int. Rsc. 1- http://syntechfibres.com/polypropylene/properties-of-polypropylen-fibres/, (01.02.2021)
There are 24 citations in total.

Details

Primary Language English
Subjects Engineering
Journal Section Articles
Authors

Hüseyin Suha Aksoy 0000-0003-0564-457X

Omer Muhammad Edan Edan 0000-0002-4929-1713

Nichirvan Taher 0000-0002-1295-080X

Publication Date August 31, 2021
Submission Date March 1, 2021
Published in Issue Year 2021 Volume: 21 Issue: 4

Cite

APA Aksoy, H. S., Edan, O. M. E., & Taher, N. (2021). Shear Strength Parameters of Sand Reinforced with Polypropylene Fiber. Afyon Kocatepe Üniversitesi Fen Ve Mühendislik Bilimleri Dergisi, 21(4), 900-907. https://doi.org/10.35414/akufemubid.888613
AMA Aksoy HS, Edan OME, Taher N. Shear Strength Parameters of Sand Reinforced with Polypropylene Fiber. Afyon Kocatepe Üniversitesi Fen Ve Mühendislik Bilimleri Dergisi. August 2021;21(4):900-907. doi:10.35414/akufemubid.888613
Chicago Aksoy, Hüseyin Suha, Omer Muhammad Edan Edan, and Nichirvan Taher. “Shear Strength Parameters of Sand Reinforced With Polypropylene Fiber”. Afyon Kocatepe Üniversitesi Fen Ve Mühendislik Bilimleri Dergisi 21, no. 4 (August 2021): 900-907. https://doi.org/10.35414/akufemubid.888613.
EndNote Aksoy HS, Edan OME, Taher N (August 1, 2021) Shear Strength Parameters of Sand Reinforced with Polypropylene Fiber. Afyon Kocatepe Üniversitesi Fen Ve Mühendislik Bilimleri Dergisi 21 4 900–907.
IEEE H. S. Aksoy, O. M. E. Edan, and N. Taher, “Shear Strength Parameters of Sand Reinforced with Polypropylene Fiber”, Afyon Kocatepe Üniversitesi Fen Ve Mühendislik Bilimleri Dergisi, vol. 21, no. 4, pp. 900–907, 2021, doi: 10.35414/akufemubid.888613.
ISNAD Aksoy, Hüseyin Suha et al. “Shear Strength Parameters of Sand Reinforced With Polypropylene Fiber”. Afyon Kocatepe Üniversitesi Fen Ve Mühendislik Bilimleri Dergisi 21/4 (August 2021), 900-907. https://doi.org/10.35414/akufemubid.888613.
JAMA Aksoy HS, Edan OME, Taher N. Shear Strength Parameters of Sand Reinforced with Polypropylene Fiber. Afyon Kocatepe Üniversitesi Fen Ve Mühendislik Bilimleri Dergisi. 2021;21:900–907.
MLA Aksoy, Hüseyin Suha et al. “Shear Strength Parameters of Sand Reinforced With Polypropylene Fiber”. Afyon Kocatepe Üniversitesi Fen Ve Mühendislik Bilimleri Dergisi, vol. 21, no. 4, 2021, pp. 900-7, doi:10.35414/akufemubid.888613.
Vancouver Aksoy HS, Edan OME, Taher N. Shear Strength Parameters of Sand Reinforced with Polypropylene Fiber. Afyon Kocatepe Üniversitesi Fen Ve Mühendislik Bilimleri Dergisi. 2021;21(4):900-7.