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  In-situ measurements and back-analysis in Overconsolidated Clay and between structure and soil: Earth Pressure at rest

  The study is about the general genesis process of overconsolidated soils, as well as the effects of the overconsolidated ratio to structures. It will demonstrate the possible methods for the determination of the values of overconsolidated ratio and of earth pressure at rest; further, the processing of measurement results, through which the values of OCR (Overconsolidated ratio) and of λ (Earth pressure at rest) in the Kiscelli Clay Marl have been determined by Selfboring Pressuremeter, and CPTu. The determined data of the Clay Marl have been utilized in the analysis and back-analysis.

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