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Plasticity index - Indicator of shear strength and major axis of geotechnical modelling (CROSBI ID 58387)

Prilog u knjizi | izvorni znanstveni rad

Ortolan, Želimir ; Mihalinec, Zlatko Plasticity index - Indicator of shear strength and major axis of geotechnical modelling // Geotechnical Hazards / Marić, Božica et al (ur.). Rotterdam : Boston (MA) : Taipei: A.A. Balkema Publishers, 1998. str. 743-750

Podaci o odgovornosti

Ortolan, Želimir ; Mihalinec, Zlatko

engleski

Plasticity index - Indicator of shear strength and major axis of geotechnical modelling

The plasticity index of a material stands out as the most significant indicator of peak and residual friction angle of coherent soils and soft rocks. The highest values of plasticity index, but also the liquid limit, correspond to lowest expected, and practically confirmed, values of friction angle. This fact opens the possibility of proceeding a new approach to exact geotechnical modeling. An ultimate aim of modeling is a consistent correlational geotechnical column in a relatively limited area of investigation, and its structure requires a consistent application of the RNK (reference level of correlation) method. Definitions are provided for "correlational geotechnical column" and "reference level of correlation"

geotechnical modeling, plasticity index, liquid limit, residual friction angle, RNK

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Podaci o prilogu

743-750.

objavljeno

Podaci o knjizi

Geotechnical Hazards

Marić, Božica et al

Rotterdam : Boston (MA) : Taipei: A.A. Balkema Publishers

1998.

90-5410-957-2

Povezanost rada

Geologija