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Giovanni Spagnoli

Researcher at University College Dublin

Publications -  137
Citations -  1471

Giovanni Spagnoli is an academic researcher from University College Dublin. The author has contributed to research in topics: Atterberg limits & Pile. The author has an hindex of 17, co-authored 120 publications receiving 1033 citations. Previous affiliations of Giovanni Spagnoli include RWTH Aachen University & Fugro.

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Strength of soil reinforced with fiber materials (Papyrus)

TL;DR: In this paper, the authors focused on the strength behavior of soil reinforced with randomly included papyrus fiber, and direct shear, consolidation, and displacement tests were performed on papyrus reinforced specimens with various fiber contents.
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Utilization of waste products as alternative landfill liner and cover materials – A critical review

TL;DR: Landfill sealing technologies comprise low hydraulic conductivity engineered layers as part of covers and bottom liners, for which clays and geosynthetic materials are conventionally used as mentioned in this paper.
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Undrained shear strength of clays as modified by pH variations

TL;DR: In this paper, it was found that the undrained shear resistance for clays increased considerably if the pore fluid had a high or a low pH, and the possible explanation could be the dissolution of Al3+ which acts as a coagulant, increasing the internal shear strength.
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The Influence of the Dielectric Constant and Electrolyte Concentration of the Pore Fluids on the Undrained Shear Strength of Smectite

TL;DR: In this paper, the impact of the pore fluids on the geotechnical properties of the samples is even more dependent on the type of mineral and interlayer ions, and the results show that the two kinds of soils respond in a similar way but with a different magnitude depending on the ion occupation.
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Assessment of bauxite refining residue (red mud) as a liner for waste disposal facilities

TL;DR: In this article, Red mud (RM), a waste arising from the bauxite refining, was studied to assess its suitability as a compacted liner material, and the geotechnical and hydraulic conductivity characteristics of the RM, as well as the effect of desiccation were evaluated.