Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)
- 2005.03a
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- Pages.1377-1383
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- 2005
Mechanical Properties of Municipal Solid Wastes
비위생 매립토의 역학적 물성
- Mok, Young-Jin (Dept. of Civil Engineering, Kyunghee Univ.) ;
- Kim, Dae-Il (Dept. of Civil Engineering, Kyunghee Univ.) ;
- Cho, Eun-Hyuk (Dept. of Civil Engineering, Kyunghee Univ.)
- Published : 2005.03.25
Abstract
Mechanical properties of Municipal Solid Wastes(MSW) and their influencing parameters were studied by using a series of triaxial compression tests and resonant column tests. The shear strength of MSW can be modeled by a bilinear failure criterion. As the unit weight increasing, cohesion and internal friction were increased linearly on semi-log scale. As the proportion of waste to soil increases, maximum shear moduli tend to decrease whereas minimum damping ratios increase. Shear moduli and damping of degradable waste are higher than those of non-degradable MSW.
Keywords
- Municipal solid wastes;
- Shear strength;
- Shear moduli;
- Triaxial Compression Tests;
- Resonant column tests