Results of field testing of municipal solid waste by combination of CPTU and MASW

Ofrikhter, Vadim; Ofrikhter, Ian; Bezgodov, Mikhail

doi:10.1016/j.dib.2018.05.109

Cited by 7 publications

(2 citation statements)

References 5 publications

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“…The specific gravity of the old waste is Gs = 2.201. Waste is covered with a layer of soil 2 m thick, so on the first two meters the specific gravity was estimated by formula (6), and then by formula (7).…”

Section: Estimation Of the Specific Gravity Based On Cptu Resultsmentioning

confidence: 99%

Estimation of geotechnical properties of municipal solid waste by field method

Ofrikhter

Bezgodov

2021

JGS Special Publication

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As biodegradation proceeds, municipal solid wastes (MSW) acquire pronounced soil-like properties and upon completion of the process can be used as the foundation. The solid waste massif is an inhomogeneous soil-like mass which requires non-destructive and minimally invasive methods of research. The cone penetration testing of MSW by piezocone (CPTU) in combination with the multichannel analysis of surface waves (MASW) provide extensive data about physico-mechanical properties of wastes, which are usually unavailable in traditional approaches and which can be directly used in geotechnical stability calculations of the waste massif.

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Section: Estimation Of the Specific Gravity Based On Cptu Resultsmentioning

confidence: 99%

Estimation of geotechnical properties of municipal solid waste by field method

Ofrikhter

Bezgodov

2021

JGS Special Publication

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“…The procedure of field survey and further data processing used by the authors is described in the papers [6] , [7] . Optimum parameters were taken according to the papers [8] , [9] , [10] , [11] .…”

Section: Experimental Design Materials and Methodsmentioning

confidence: 99%

Field estimation of deformation modulus of the soils by multichannel analysis of surface waves

Antipov

Ofrikhter

2019

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The paper presents the processed results of Plate Load Tests and of Multichannel Analysis of Surface Waves for dispersive and semi-rocky soils at the sites with different soil conditions located in the Perm Region, Russian Federation. Unit weight and deformation modulus were calculated from the obtained data. The value of the data lies in their applicability for the prompt preliminary assessment of the site geotechnical situation.

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