2013
DOI: 10.4028/www.scientific.net/amr.831.331
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Development of a Homogeneous Model Municipal Solid Waste

Abstract: A model waste mixing with kaolin, sand, and peat was developed. The physical properties of the waste were compared with the real municipal solid waste (MSW). The influence of unit weight on compression factor, shear strength, and saturated hydraulic conductivity was acquired. In addition, the homogeneous of the soil model was detected using the IWHR 450g-ton centrifuge and the newly developed centrifuge-robot.

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Cited by 2 publications
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“…Its coefficient of hydraulic conductivity is 6.6e-4cm/s, and the shear strength results obtained from consolidated-drained tests using saturated specimens were φd=28° and Cd=7.3kPa. The same mixture material was adopted in the experiment study by Peng et al (2014).…”
Section: Preparation Of Model Slopementioning
confidence: 99%
“…Its coefficient of hydraulic conductivity is 6.6e-4cm/s, and the shear strength results obtained from consolidated-drained tests using saturated specimens were φd=28° and Cd=7.3kPa. The same mixture material was adopted in the experiment study by Peng et al (2014).…”
Section: Preparation Of Model Slopementioning
confidence: 99%