Evaluation of Marble Dust for Soil Stabilization

• Authors: F. Yilmaz , M. Yurdakul
• Languages of publication: EN

Abstracts

EN

Usage of marble dust was investigated for soil stabilization in the scope of utilization of waste material. Geotechnical properties, such as compaction, Atterberg limits, unconfined compressive strength of the mixtures and changes of these properties with the marble dust ratio were determined. From the test results it is seen that marble dust increases the mechanical properties of soil and application of dust wastes for soil stabilization will be an efficient practice in terms of solid waste management.

Keywords

EN

89.20.Kk; 94.05.59; 89.60.-k; 89.60.Ec

Discipline

• 89.60.-k: Environmental studies(for ecology, see 87.23.-n; for environmental impacts of renewable energy, see 88.05.Np)
• 89.60.Ec: Environmental safety(for air quality, see 92.60.Sz; for water quality, see 92.40.kc, and 92.40.qc in Geophysics Appendix)
• 89.20.Kk: Engineering(for electrochemical engineering, see 82.47.Wx; for biomedical engineering, see 87.85.-d; for reservoir engineering in geothermal energy, see 88.10.G-; for nuclear engineering, see 28.00.00)

• Journal: Acta Physica Polonica A
• Year: 2017
• Volume: 132
• Issue: 3
• Pages: 710-711

Dates

published

2017-09

Contributors

author

F. Yilmaz

• Bayburt University, Civil Engineering Department, Bayburt, Turkey

author

M. Yurdakul

• Bayburt University, Civil Engineering Department, Bayburt, Turkey

References

• [1] M. Jafari, M. Esna-Ashari, Cold Reg. Sci. Technol. 82, 21 (2012), doi: 10.1016/j.coldregions.2012.05.012
• [2] J. Liu, T. Wang, Y. Tian, Cold Reg. Sci. Technol. 61, 29 (2010), doi: 10.1016/j.coldregions.2010.01.002
• [3] D. Ciancio, C.T.S. Beckett, J.A.H. Carraro, Construct. Build. Mater. 53, 59 (2014), doi: 10.1016/j.conbuildmat.2013.11.077
• [4] M. Olgun, Cold Reg. Sci. Technol. 93, 36 (2013), doi: 10.1016/j.coldregions.2013.06.001
• [5] N. Yarbaşı, E. Kalkan, S. Akbulut, Cold Reg. Sci. Technol. 48, 44 (2007), doi: 10.1016/j.coldregions.2006.09.009
• [6] A.B. Göktepe, A. Sezer, G.İ. Sezer, K. Ramyar, Construct. Build. Mater. 22, 675 (2008), doi: 10.1016/j.conbuildmat.2006.10.008
• [7] K. Hazirbaba, H. Gullu, Cold Reg. Sci. Technol. 63, 50 (2010), doi: 10.1016/j.coldregions.2010.05.006
• [8] T. Wu, M. Chi, R. Huang, Construct. Build. Mater. 66, 172 (2014), doi: 10.1016/j.conbuildmat.2014.05.057
• [9] J.M. Manso, V. Ortega-Lopez, J.A. Polanco, J. Setien, Construct. Build. Mater. 40, 126 (2013), doi: 10.1016/j.conbuildmat.2012.09.079
• [10] A.R. Goodarzi, H.R. Akbari, M. Salimi, Appl. Clay Sci. 132-133, 675 (2016), doi: 10.1016/j.clay.2016.08.023
• [11] M. Attom, M.M. Al-Sharif, Appl. Clay Sci. 13, 219 (1998), doi: 10.1016/S0169-1317(98)00007-6
• [12] C.P. Ndepete, S. Sert, Acta Phys. Pol. A 130, 355 (2016), doi: 10.12693/APhysPolA.130.355
• [13] F. Yılmaz, H.A. Kamiloğlu, E. Şadoğlu, Acta Phys. Pol. A 128, B-392 (2015), doi: 10.12693/APhysPolA.128.B-392

Identifiers

DOI

10.12693/APhysPolA.132.710