Influence of Subjectivity in Determining Plasticity Parameters in Clay Soil on the Calculated Settlement of a Structure Bed


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Abstract

The influence of subjectivity in determining plasticity parameters for overconsolidated clay soil on the settlement of structure beds is estimated. An elastic-plastic model of soil with isotropic hardening (PLAXIS Hardening Soil) was used to calculate settlement. It was shown that subjectivity in determining the plasticity may result in a bed settlement value that is different by 10.5%-22.0%

About the authors

V.V. Sokurov

Vedeneev All-Russian Research Institute of Hydraulic Engineering

Email: smfe@mail.ru
Russian Federation, St. Petersburg

A.N. Ermolaeva

Vedeneev All-Russian Research Institute of Hydraulic Engineering

Email: smfe@mail.ru
Russian Federation, St. Petersburg

T.V. Matroshilina

Vedeneev All-Russian Research Institute of Hydraulic Engineering

Email: smfe@mail.ru
Russian Federation, St. Petersburg

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