Use of scoria waste as subbase stabilization material for highway flexible pavement

Yıl 2021, Cilt: 2 Sayı: 1, 2101 - , 15.07.2021

Mehmet Saltan , F. Selcan Özen

https://doi.org/10.53635/jit.831251

Cited By: 3

Öz

Usability of scoria waste as subbase stabilization material was investigated. Initially, the physical properties of scoria waste were examined. The usage of scoria waste in subbase layer of the pavement was investigated. In the study, experimental researches such as stability to freeze, solidity, strength, Atterberg limits and California Bearing Ratio tests were carried out on samples prepared by using scoria waste. Scoria and natural quarry materials were blended in different amounts to prove the percentage of plastic limit. Then, the limit tests were carried out on the prepared mixtures. The strength of the samples obtained by using reusable material was determined with the California Bearing Ratio (CBR) test. According to the obtained results, it was observed that the usage of scoria wastes as stabilization material in the subbase layer of flexible pavements is appropriate. Moreover, mechanical stabilization with scoria wastes has positive impact in increasing of the mechanical properties of the new mixed composite material.

Anahtar Kelimeler

Flexible Pavement, Scoria, Stabilization, Subbase

Kaynakça

• Rico Rodriguez, A., del Castillo, H., & Sowers, G. F. (1988). Soil mechanics in highway engineering. Series on rock and soil mechanics, 16.
• Ahmed, I. (1991). Use of waste materials in highway construction. Joint Transportation Research Program, 299.
• Keller, J., Ryan, W. B. F., Ninkovich, D., & Altherr, R. (1978). Explosive volcanic activity in the Mediterranean over the past 200,000 yr as recorded in deep-sea sediments. Geological Society of America Bulletin, 89(4), 591-604.
• Ritmann, L. (1976). Volcanoes. London, UK.
• Mulungye, R. M., Owende, P. M. O., & Mellon, K. (2007). Finite element modelling of flexible pavements on soft soil subgrades. Materials & Design, 28(3), 739-756.
• Huang, Y. H. (1993). Pavement analysis and design.
• Findley, W. (1989) Creep and Relaxation of Non-linear Viscoelastic Materials. Prentice Hall.
• Saltan, M., & Fındık, F. S. (2008). Stabilization of subbase layer materials with waste pumice in flexible pavement. Building and Environment, 43(4), 415-421.
• TS 9581, (1991) Making Specification of Base and Subbase Layers of Flexible Pavement, Turkey.
• TS 699, (2000) Methods of Testing for Natural Building Stones, Turkey.
• TS 1900-1, (2006). Methods of Testing Soils for Civil Engineering Purposes in the Laboratory, Turkey.
• Demirel, Z., Kadıoğlu, M., Aray, S., Orhan, F. & Alp, A. (1999) Earth and Stabilization Laboratory Handbook, K.G.M., Ankara. p. 180.
• Gass, I.G., Smith, P.J. & Wilson, R.C.L. (1973) Understanding the Earth. Open University Set Book. p. 383.
• Moufti, M. R., Sabtan, A. A., El-Mahdy, O. R., & Shehata, W. M. (2000). Assessment of the industrial utilization of scoria materials in central Harrat Rahat, Saudi Arabia. Engineering Geology, 57(3-4), 155-162.
• Gündüz, L. (2008). Use of quartet blends containing fly ash, scoria, perlitic pumice and cement to produce cellular hollow lightweight masonry blocks for non-load bearing walls. Construction and Building Materials, 22(5), 747-754.
• Ercan, E., Türkecan, A., Dnçel, A., & Günay, E. (1983). Geology of Kula–Selendi (Manisa) area. Jeoloji Mühendisliği, 17, 3-28.
• Demirdag, S., & Gunduz, L. (2008). Strength properties of volcanic slag aggregate lightweight concrete for high performance masonry units. Construction and Building Materials, 22(3), 135-142.
• Hossain, K. M. A. (2000). Reinforcement corrosion in volcanic ash and scoria based concrete. In Proc. Corrosion Asia Conference, Singapore, Paper (No. 16, pp. 145-151).
• Hossain, K. M. A. (2006). Blended cement and lightweight concrete using scoria: mix design, strength, durability and heat insulation characteristics. International Journal of Physical Sciences, 1(1), 005-016.
• Ercan, T., Dinçel, A., Metin, S., Türkecan, A, & Günay, E. (1978). Uşak yöresindeki Neojen havzalarının jeolojisi. Bulletin of the Geological Society of Turkey, 21, 91-106.
• Budhu, M. (2000) Soil Mechanics and Foundations. New York: Wiley. Turkish Republic Highway Flexible Pavement Design Guide. 1995, Technical Research Unit Presidency, Ankara, pp. 93.
• Wu, Y. (1996). Aggregate Toughness-abrasion Resistance and Durability-soundness Tests Related to Asphalt Concrete Performance in Pavements. PhD Thesis. Auburn University, Auburn, Alabama.
• Yoder, E. J. (1975). Pavement Design, Construction, and Reconstruction, Section 16 in Handbook of Highway Engineering. Van Nostrand Reinhold Co., New York.