# Simulation of the solid waste landfill settlement taking into account underlying soil

## Authors

• Natalya Remez National Technical University of Ukraine “Kyiv Polytechnic Institute” Peremohy ave., 37, Kyiv, Ukraine, 03056, Ukraine
• Tetiana Osipova National Technical University of Ukraine “Kyiv Polytechnic Institute” Peremohy ave., 37, Kyiv, Ukraine, 03056, Ukraine
• Oleksandr Kraychuk Rivne State University of humanities Stepana Bandery str., 12, Rivne, Ukraine, 33000, Ukraine
• Serhiy Kraychuk Rivne State University of humanities Stepana Bandery str., 12, Rivne, Ukraine, 33000, Ukraine

## Keywords:

solid household waste polygon (landfill), settlement, biodegradation, finite elements method

## Abstract

As the closed landfills occupy 7 % of the territory of Ukraine, there is a question about the possibility of their use in future as a foundation for different constructions. The goal is to establish a dependency of the settlement of a closed landfill on the properties of the underlying soil and on the angle of inclination of a landfill. This will allow forecasting the possibility of using a polygon as a foundation for a variety of purposes.

The mathematical simulation and the finite elements method were used. The mathematical simulation of the settlement of a landfill was carried out with consideration of geometric, physical and mechanical parameters of a landfill and its ground foundation. It was established that the ground foundation of a landfill considerably affected the value of the settlement. As a result of the studies it was found that with the decrease in the angle of inclination of the landfill’s slope the settlement significantly decreased. Thus, by reducing the angle of inclination from 75° to 30°, the settlement decreased by 5–22 % depending on the type of the underlying soil. Also, the largest decline was observed for the least dense soil (sand). With a decrease in the angle, the difference between the settlement of landfills with different ground foundations decreases. The results obtained can be used for forecasting the settlement of a polygon with different geometric and physical­mechanical parameters for evaluation of the possibility of their further use as a foundation for structures with a variety of purposes.

## Author Biographies

### Natalya Remez, National Technical University of Ukraine “Kyiv Polytechnic Institute” Peremohy ave., 37, Kyiv, Ukraine, 03056

Doctor of technical sciences, professor

Department of Environmental Engineering

### Tetiana Osipova, National Technical University of Ukraine “Kyiv Polytechnic Institute” Peremohy ave., 37, Kyiv, Ukraine, 03056

Department of Environmental Engineering

### Oleksandr Kraychuk, Rivne State University of humanities Stepana Bandery str., 12, Rivne, Ukraine, 33000

Candidate of Physical and Mathematical Sciences, associate professor

Department of Mathematics

### Serhiy Kraychuk, Rivne State University of humanities Stepana Bandery str., 12, Rivne, Ukraine, 33000

PhD

Department of Economic Cybernetics

## References

1. Tykhenko, V. S. (2014). Realizatsiia natsionalnyh ta nadnatsionalnyh proektiv zbyrannia ta pererobky pobytovyh vidhodiv v Ukraini. Vistnyk Dnipropetrovskogo universytetu, seriia ekonomika, 22 (8 (2)), 84–88.
2. Huvaj-Sarihan, N., Stark, T. (2008). Back analyses of landfill slope failures. In: Proceedings of 6th international case histories conference, Arlington, VA.
3. Stark, T. D., Huvaj-Sarihan, N., Li, G. (2008). Shear strength of municipal solid waste for stability analyses. Environ Geol, 57 (8), 1911–1923. doi: 10.1007/s00254-008-1480-0
4. Park, H. I., Lee, S. R. (1997). Long–term settlement behavior of landfills with refuse decomposition. J. Resour. Manage. Technol., 24 (4), 159–165.
5. Machado, S. L., Carvalho, M. F., Vilar, O. M. (2009). Modeling the influence of biodegradation on sanitary landfill settlements. Soils and Rocks, Sao Paulo, 32 (3), 123–134.
6. Yen, B. C., Scanlon, B. S. (1975). Sanitary landfill settlement rates. J. Geotech. Eng., 101 (5), 475–487.
7. Marques, A. C. M., Filz, G. M., Vilar, O. M. (2003). Composite Compressibility Model for Municipal Solid Waste. Journal of Geotechnical and Geoenvironmental Engineering, 129 (4), 372–378. doi: 10.1061/(asce)1090-0241(2003)129:4(372)
8. Hettiarachchi, H., Meegoda, J., Hettiaratchi, P. (2009). Effects of gas and moisture on modeling of bioreactor landfill settlement. Waste Management, 29 (3), 1018–1025. doi: 10.1016/j.wasman.2008.08.018
9. Sivakumar Babu, G. L., Reddy, K. R., Chouskey, S. K., Kulkarni, H. S. (2010). Prediction of Long-Term Municipal Solid Waste Landfill Settlement Using Constitutive Model. Practice Periodical of Hazardous, Toxic, and Radioactive Waste Management, 14 (2), 139–150. doi: 10.1061/(asce)hz.1944-8376.0000024
10. Durmusoglu, E., Corapcioglu, M. Y., Tuncay, K. (2005). Landfill Settlement with Decomposition and Gas Generation. Journal of Environmental Engineering, 131 (9), 1311–1321. doi: 10.1061/(asce)0733-9372(2005)131:9(1311)
11. Karimpour-Fard, M. (2009). Mechanical Behavior of MSW Materials with Different Initial State under Static Loading. Iran University of Science and Technology (in Persian).
12. Shariatmadari, N., Machado, S. L., Noorzad, A., Karimpour-Fard, M. (2009). Municipal solid waste effective stress analysis. Waste Management, 29 (12), 2918–2930. doi: 10.1016/j.wasman.2009.07.009
13. Sivakumar Babu, G. L., Reddy, K. R., Chouksey, S. K. (2011). Parametric study of MSW landfill settlement model. Waste Management, 31 (6), 1222–1231. doi: 10.1016/j.wasman.2011.01.007
14. Reddy, K. R., Hettiarachchi, H., Gangathulasi, J., Bogner, J. E. (2011). Geotechnical properties of municipal solid waste at different phases of biodegradation. Waste Management, 31 (11), 2275–2286. doi: 10.1016/j.wasman.2011.06.002
15. Vermeer, P. A., Neher, H. P. (1999). A Soft Soil Model that Accounts for Creep. Proc. Int. Symp. “Beyond2000 inComputational Geotechnics”, 249–261.
16. Rangeard, D., Zentar, R., Abriak, N-E. (2004). Influence of soil model on the analysis of pressuremeter test. In proceedings of Int. Conf. on Numer. Models in Geomech., NUMOG IX, 699–705
17. Remez, N. S., Osipova, T. A. (2015). Prognozirovanie ispolzovaniia poligonov TBO v kachestve osnovaniia sooruzheniia. ISJ Theoretical & Applied Science, 7 (27), 34–39.

2016-06-30

## How to Cite

Remez, N., Osipova, T., Kraychuk, O., & Kraychuk, S. (2016). Simulation of the solid waste landfill settlement taking into account underlying soil. Eastern-European Journal of Enterprise Technologies, 3(10(81), 12–17. https://doi.org/10.15587/1729-4061.2016.72333

Ecology