Evidence map›Paper›PMID 34146325›Full record

ArticleEnvironmental science and pollution research international2021

Research on direct shear strength characteristics of mechanically biologically treated waste.

Zhenying Zhang, Jiahe Zhang, Qiaona Wang, Min Wang, Chengyu Nie

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Article in Environmental science and pollution research international, 2021. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

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5 · Who and what money

Authors and funding

5 authors.

Zhenying ZhangSchool of Civil Engineering and Architecture, Zhejiang Sci-Tech University, Hangzhou, 310018, China. zhangzhenyinga@163.com.ORCID http://orcid.org/0000-0002-4076-1926
Jiahe ZhangSchool of Civil Engineering and Architecture, Zhejiang Sci-Tech University, Hangzhou, 310018, China.
Qiaona WangSchool of Civil Engineering and Architecture, Zhejiang Sci-Tech University, Hangzhou, 310018, China.
Min WangSchool of Civil Engineering and Architecture, Zhejiang Sci-Tech University, Hangzhou, 310018, China.
Chengyu NieSchool of Civil Engineering and Architecture, Zhejiang Sci-Tech University, Hangzhou, 310018, China.

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

AbstractMechanically and biologically treated (MBT) waste has significant characteristics such as high stability and low moisture content, which can reduce water, soil, and gas pollution in subsequent treatments. This pre-treatment method is environmentally friendly and sustainable and has become a popular research topic in the field of environmental geotechnical engineering. Using a direct shear test apparatus and five shearing rates (0.25, 1, 5, 10, and 20 mm/min), the shear strength characteristics of MBT waste at the Hangzhou Tianziling Landfill were studied. The results indicate the following: (1) With the increase in horizontal shear displacement, the shear stress of MBT waste gradually increases without a peak stress phenomenon, which is a displacement hardening curve; (2) the shear strength increases with an increase in the shearing displacement rate, and the sensitivity coefficient is 0.64-2.66; (3) a shear strength, shearing rate, and normal stress correlation model is established, and the model has a high degree of fit with the overall experimental data; (4) cohesion (c), internal friction angle (φ), and the logarithm of the shearing rate are linear; (5) the range of c of MBT waste is 22.32-39.51 kPa, and φ is 64.24-68.52°. Meanwhile, the test data are compared with the test data in the literature. The ranges of c and φ of municipal solid waste determined via the shear test are found to be wider than those of MBT waste. The results of this study can provide a reference for the stability calculation of MBT landfills.

Indexed as

Refuse DisposalShear StrengthSoilSolid WasteWaste Disposal FacilitiesSoilSolid WasteCohesionInternal friction angleLandfill depthMunicipal solid wasteShearing rateShear test

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