Use of Marble Waste as A Road Base Material in Different Size Ranges

Authors

DOI:

https://doi.org/10.7250/bjrbe.2023-18.587

Keywords:

California bearing ratio test, marble waste, road base material, waste management

Abstract

Along with the economic loss caused by the non-use of waste worldwide, uncontrolled storage also brings an additional cost. Today, the rapid increase in the population and the rapid depletion of natural resources in nature lead us to research the recycling possibilities of waste materials. In this context, using marble waste in road pavements is one of the best areas of use. This study investigated the suitability of substituting the marble waste obtained from a marble quarry in Bilecik, Turkey, in the road base layer instead of the aggregate, which was used all the time in the base layer in highway construction at different intervals. The physical tests carried out in this context have met the base material limit conditions of the Turkish Highways Technical Specification (THTS). Mixtures obtained in modified Proctor experiments, and optimum water contents (wopt) and maximum dry unit volume weight (rdmax) were determined for each mixture. California bearing ratio (CBR) values remained above the limit value of all mixtures for 0 days and 7 days of curing according to the specifications for THTS. In addition, CBR values were obtained after freezing-thawing at 4, 12, and 20 cycle numbers. According to the freeze-thaw test results, there was an increase in CBR values in the first 4 cycles and a decrease in the following cycles. Still, all the test results obtained remained above the limit value according to the specifications for THTS. Aggregate unit cost constitutes approximately twice the unit cost of marble waste. Besides, this difference has created an economic equality distance of 18.9 km. Therefore, a marble quarry, a road construction site within the calculated economic equality distance and marble waste material will provide a financial gain for our country. With the evaluation of quarry waste all over the world, we can leave a liveable world with rich raw material resources and a strong economy for future generations.

References

Ahmed, A. A. M., Kareem, K. H. A., Altohamy, A. M., & Rizk, A. M. (2014). Potential use of mines and quarries solid waste in road construction and as replacement soil under foundations. Journal of Engineering Sciences, 42(4), 1094–1105. https://doi.org/10.21608/jesaun.2014.115043

Arm, M. (2001). Self-cementing properties of crushed demolished concrete in unbound layers: results from triaxial tests and field tests. Waste Management, 21(3), 235–239. https://doi.org/10.1016/S0956-053X(00)00095-7

Bejarano, M. O., Harvey, J. T., & Lane, L. (2003). In-situ recycling of asphalt concrete as base material in California. Proc. 82nd Annual Meeting, Transportation Research Board, Washigton, D.C.

Burreglo, S. B., Yuan, D., & Nazarian, S. (2009). Cement treated RAP mixes for roadway base and subbase: evaluation of RAP variability. Technical Memorandum 0-6084-3, Center for Transportation Infrastructure Systems, The University of Texas at El Paso, El Paso, TX.

Camargo, F. F., Edil, T. B., & Benson, C. H. (2009). Strength and stiffness of recycled base materials blended with fly ash. Transportation Research Board 88th Annual Meeting, Washigton, D.C.

Dhanapandian, S., & Gnanavel, B. (2009). Studies on granite and marble sawing powder wastes in industrial brick formulation. Asian Journal of Applied Sciences, 2(4), 331–340. https://doi.org/10.3923/ajaps.2009.331.340

Dhanapandian, S., Gnanavel, B., & Ramkumar, T. (2009). Utilization of granite and marble sawing powder wastes as brick materials. Carpathian Journal of Earth and Environmental Sciences, 4(2), 47–160. http://www.cjees.ro/viewTopic.php?topicId=68

Domitrovic, J., Rukavina, T., & Dimter, S. (2016). Effect of moisture content and freeze-thaw cycles on bearing capacity of rap/natural aggregate mixtures. 4th International Conference on Road and Rail Infrastructure, Sibenik, Croatia, 237–243.

Drew, L. J., Langer, W. H., & Sachs, J. S. (2002). Environmentalism and natural aggregate mining. Natural Resources Research, 11, 19–28.https://doi.org/10.1023/A:1014283519471

de Rezende, L. R., & de Carvalho, J. C. (2003). The use of quarry waste in pavement construction. Resources, Conservation and Recycling, 39(1), 91–105. https://doi.org/10.1016/S0921-3449(02)00123-4

Fırat, S., Yılmaz, G., Cömert, A. T., & Sümer, M. (2012). Utilization of marble dust, fly ash and waste sand (silt-quartz) in road subbase filling materials. KSCE Journal of Civil Engineering, 16(7), 1143–1151. https://doi.org/10.1007/s12205-012-1526-4

Forteza, R., Far, M., Seguí, C., & Cerdá, V. (2004). Characterization of bottom ash in municipal solid waste incinerators for its use in road base. Waste Management, 24(9), 899–909. https://doi.org/10.1016/j.wasman.2004.07.004

Görgülü, K. (1994). Investigation of processing systems in some marble quarries (Isparta – Burdur – Sivas) and their association with priority rock material/ mass properties. Master Thesis, Cumhuriyet University. (in Turkish)

Hjelmar, O., Holm, J., & Crillesen, K. (2007). Utilisation of MSWI bottom ash as sub-base in road construction: First results from a large-scale test site. Journal of Hazardous Materials, 139(3), 471–480. https://doi.org/10.1016/j.jhazmat.2006.02.059

Ishikawa, T. (2015). Advanced laboratory tests on granular materials for transportation facilities in cold regions. The first China-Japan Mini Workshop on High Speed Railway Geotechnics, Beijing, China. https://www.eng.hokudai.ac.jp/labo/geomech/ISSMGE%20TC202/archive/1stCJMWHSRG/Ishikawa.pdf

Kacır, S. (2017). Bilecik Marble Sector Report, Bursa Eskişehir Bilecik Development Agency (BEBDA). (in Turkish)

Kailash, K., Alingprabhu, S. P., Devaraj, S. H., Mehta, D. K., & Awanti, S. S. (2013). Characterization of limestone waste for construction of flexible pavement. International Journal of Research in Engineering and Technology, IC-RICE Conference Issue, 221–225. https://ijret.org/volumes/2013v02/i13/IJRET20130213039.pdf

Kawabata, S., Ishikawa, T., & Kameyama, S. (2016). Effects of freeze-thaw history on bearing capacity of granular base course materials. Procedia Engineering, 143, 828–835. https://doi.org/10.1016/j.proeng.2016.06.134

Kushwah, R. P., Sharma, I. C., & Chaurasia, P. (2015). Utilization of “marble slurry” in cement concrete replacing fine aggregate. American Journal of Engineering Research, 4(1), 55–58.

Lindqvist, J. E., Malaga, K., Middendorf, B, Savukoski, M., & Pétursson, P. (2007). Frost resistance of natural stone, the importance of micro and nano porosity. https://kipdf.com/frost-resistance-of-natural-stone-the-importance-of-micro-and-nano-porosity_5acdc7157f8b9a3b958b4598.html

Ministry of Environment and Urbanization (Turkey). (2019). Construction and installation unit prices for 2019. Higher Board of Science. Çankaya, Ankara, Turkey. (in Turkish)

Mostafa, A. E. A. (2016). Investigating the effect of using recycled materials in highway construction. International Journal of Scientific & Engineering Research, 7(2), 362–368. https://www.ijser.org/researchpaper/INVESTIGATING-THE-EFFECT-OF-USING-RECYCLED-MATERIALS-IN-HIGHWAY-CONSTRUCTION.pdf

Nataatmadja, A., & Tan, Y. L. (2001). Resilient response of recycled concrete road aggregates. Journal of Transportation Engineering, 127(5), 450–453. https://doi.org/10.1061/(ASCE)0733-947X(2001)127:5(450)

Rosa, M. (2006). Effect of freeze and thaw cycling on soils stabilized using fly ash [Master Thesis, University of Wisconsin-Madison], Madison, WI.

Soleimanbeigi, A., Shedivy, R. F., Tinjum, J. F., & Edil, T. B. (2015). Climatic effect on resilient modulus of recycled unbound aggregates. Road Materials and Pavement Design, 16(4), 836–853. https://doi.org/10.1080/14680629.2015.1060250

Special Provincial Administration Commission Report for Bilecik. (2019). Special Provincial Administration Directorate, Bilecik, Turkey. (in Turkish)

Turkish Highways Technical Specifications (THTS). (2013). Maritime transport and Communications Ministry, General Directorate of Highways. (in Turkish)

Unit Price List for the Year 2019 1. Semester 1. (2019). The Ministry of Transportation and Infrastructure Highways General directorate, Research and Development Department (Turkey), Yücetepe, Ankara, Turkey. (in Turkish)

Ural, N., & Yakşe, G. (2015). Waste marble partials expensing as base material. Bilecik Şeyh Edebali University J. Sci., 2(2), 53–62. (in Turkish)

Xie, R., Xu, Y., Huang, M., Zhu, H., & Chu, F. (2017). Assessment of municipal solid waste incineration bottom ash as a potential road material. Road Mater Pavement Design, 18(4), 992–998. https://doi.org/10.1080/14680629.2016.1206483

Yakşe, G. (2016). Waste marble partials expensing as base material [Master Thesis, Anadolu University], Bilecik Şeyh Edebali University Joint Program Graduate School of Natural and Applied Sciences. (in Turkish)

Yates, T., & Mauko, A. (2008). Freeze thaw susceptibility of natural stone characterization of the mechanical strength and microstructure during frost cycling. 11 DBMC International Conference on Durability of Building Materials and Components, İstanbul. https://www.irbnet.de/daten/iconda/CIB13138.pdf

Yılmaz, A., & Sütaş, İ. (2008). The use of ferrochrome slag as a road base material. Turkish Chamber of Civil Engineers, Technical Journal, 4455–4470, Article 294. (in Turkish)

Downloads

Published

28.03.2023

How to Cite

Ural, N., & Kahveci, A. N. (2023). Use of Marble Waste as A Road Base Material in Different Size Ranges. The Baltic Journal of Road and Bridge Engineering, 18(1), 18-46. https://doi.org/10.7250/bjrbe.2023-18.587