Abstract
Mechanical biological treatment (MBT) waste from the Tianziling landfill in Hangzhou, China, was collected for composition analysis, sample preparation, and conduction of triaxial unconsolidated-undrained and consolidated-undrained tests in an environmental geotechnical laboratory. The principal findings were as follows. (1) The component analysis indicated that the MBT waste comprised plastics, textiles, glass, lime soil, unidentified materials, and so on. (2) The triaxial compression test results showed that the deviatoric stress gradually increased with an increasing axial strain. The relationship between the deviatoric stress and axial strain took the form of a strain hardening curve. (3) The stress–strain relationship of the MBT waste conforms to the Duncan–Chang model. The ranges of the model parameters a and b were obtained. A power function relationship between the model parameters a and b and the confining pressure was established. (4) The values of the cohesion, internal friction angle, effective cohesion, and effective internal friction angle of the shear strength parameters were obtained. The cohesion c was 28.6 kPa, the internal friction angle φ was 23.3°, the effective cohesion c′ was 33.5 kPa, and the effective internal friction angle φ′ was 32.2°. These results can provide a theoretical basis for the stability analysis of MBT landfills.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Qu Y, Zhang J, Zhu W, Pan T, Wang Q, Jin H (2015) Effect of biological treatment of municipal solid wastes. J Environ Eng 9(1):401–406
Wu W, Zaixing Y, Meng F (2013) Land arrangement and utilization of closured waste landfill sites. Environ Sanit Eng 4(21):16–18
Xu S, Wang G, Wang Z (2010) Evaluation of tensile forces of geomembrane placed on waste landfill slope due to temperature variation and filling height. Rock and Soil Mechanics 31(10):3120–3124
Powrie W, Beaven RP (1999) Hydraulic properties of household waste and implications for landfills. Geotech Eng 137(4):235–247
Kühle-Weidemeier M (2006) Geotechnical properties and emission behaviour of mechanically and biologically treated municipal solid waste landfill properties of MBT waste. Waste Consult International, Langenhagen
Fucale S, Jucá JFT, Muennich K (2015) The mechanical behavior of MBT-waste. Electron J Geotech Eng 20(13):5927–5937
Institute of Rock and Soil Mechanics (2014) CJJ/T 204-2013 technical specifications for soil and geotechnical test of domestic rubbish. China Architecture & Building Press, Beijing
Feng S, Zhou Z, Chen Y, Zhan L (2005) Study on shear strength parameters of municipal solid waste. J Zhejiang Univ (Eng Sci) 39(7):987–991
Sivakumar Babu GL, Lakshmikanthan P, Santhosh LG (2015) Shear strength characteristics of mechanically biologically treated municipal solid waste (MBT-MSW) from Bangalore. Waste Manag 39:63–70
Acknowledgments
This research was funded by the National Natural Science Foundation of China (Contract Nos. 51478436 and 51678532).
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2019 Springer Nature Singapore Pte Ltd.
About this paper
Cite this paper
Zhang, Z. et al. (2019). Triaxial Tests to Characterize the Shear Strength Behavior of Mechanical Biological Treatment Waste in Hangzhou, China. In: Zhan, L., Chen, Y., Bouazza, A. (eds) Proceedings of the 8th International Congress on Environmental Geotechnics Volume 2. ICEG 2018. Environmental Science and Engineering(). Springer, Singapore. https://doi.org/10.1007/978-981-13-2224-2_25
Download citation
DOI: https://doi.org/10.1007/978-981-13-2224-2_25
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-13-2223-5
Online ISBN: 978-981-13-2224-2
eBook Packages: Earth and Environmental ScienceEarth and Environmental Science (R0)