The Duncan-Chang Model Parameters for Municipal Solid Waste

Zhen Ying Zhang; Da Zhi Wu

doi:10.4028/www.scientific.net/AMM.48-49.1235

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 48-49The Duncan-Chang Model Parameters for Municipal...

The Duncan-Chang Model Parameters for Municipal Solid Waste

Abstract:

By theoretical analysis and laboratory test, the model parameters of Duncan-Chang for municipal solid waste have been studied. To obtain the mechanical parameters, a new simple and practical method has been established. Research results show that the damage ratio is 0.6, parameter n is about 1.05, parameter F varies between 0 and 0.1, and parameter G varies between 0.3 and 0.4. Besides, the relationship between parameter k and the initial void ratio is linear, and the slope of the line is 5.0.

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Periodical:

Applied Mechanics and Materials (Volumes 48-49)

Pages:

1235-1240

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.48-49.1235

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Online since:

February 2011

Authors:

Zhen Ying Zhang, Da Zhi Wu

Keywords:

Duncan-Chang Model, Laboratory Test, Mechanical Parameters, Municipal Solid Waste (MSW)

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References

[1] Coduto D. P and Huitric R, in: Monitoring Landfill Movements Using Precise Instruments [J]. Geotechnics of Waste Fill-Theory and Practice: ASTMSTP 1070, American Soc. For Testing Materials, Philadephia: 1990, 358-370.

DOI: 10.1520/stp25317s

Google Scholar

[2] Duncan J. M and Chang C. Y, in: Nonlinear Analysis of Stress-Strain for Soil. Proc. ASCE, V96, SM5, 1990, 1629.

Google Scholar

[3] Feng shijin, in: Static and Dynamic Strength Properties of Municipal Solid Waste and Stability Analysis of Landfill, Ph. D Thesis. Zhejiang University, China, (2005).

Google Scholar

[4] Zhang zhenying, Wu shiming, in: Experimental Research on the Parameter of Life Rubbish in City [J], Chinese Journal of Geotechnical Engineering, 2000, 22(1): 35-39.

Google Scholar

[5] Zhang zhenying, in: Study on the Compressibility and Settlement of Landfill for Municipal Solid Waste, Ph. D Thesis. Zhejiang University, China, (2005).

Google Scholar

[6] Janbu N, in: Soil Compressibility as Determined by Oedometer and Tri-axial Tests. Proc. European Conf. on Soil Mechanics and Foundation Engineering, n1, 1963, 19.

Google Scholar

[7] Wang zhiliang, in: Settlement Prediction and Calculation of Embankment on Soft Ground, Ph. D Thesis. Hohai University, China, (2004).

Google Scholar

[8] Daniel D. E and Olson R. E, in: Stress-Strain Properties of Compacted Clay. Proc. ASCE, JGTD, V100, GT10, 1974, 1123.

Google Scholar