F
Franco Matias Francisca
Researcher at National University of Cordoba
Publications - 58
Citations - 1328
Franco Matias Francisca is an academic researcher from National University of Cordoba. The author has contributed to research in topics: Hydraulic conductivity & Clathrate hydrate. The author has an hindex of 15, co-authored 53 publications receiving 1117 citations. Previous affiliations of Franco Matias Francisca include National Scientific and Technical Research Council & National University of Comahue.
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Compressional and shear wave velocities in uncemented sediment containing gas hydrate
Tae Sup Yun,Franco Matias Francisca,Franco Matias Francisca,J. C. Santamarina,Carolyn D. Ruppel +4 more
TL;DR: In this article, the authors measured compressional and shear wave velocities in fine-grained sands subjected to low confinement and monitored during formation of tetrahydrofuran hydrate.
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Thermal conductivity of hydrate‐bearing sediments
Douglas D. Cortes,Ana I. Martin,Tae Sup Yun,Franco Matias Francisca,J. Carlos Santamarina,Carolyn D. Ruppel +5 more
TL;DR: In this article, the authors report on systematic measurements of the thermal conductivity of air dry, water and tetrohydrofuran (THF)-saturated, and THF hydrate-saturated sand and clay samples at vertical effective stress of 0.05 to 1 MPa.
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Long term hydraulic conductivity of compacted soils permeated with landfill leachate.
TL;DR: In this article, the authors evaluated the relative influence of biological, physical and chemical interactions on the percolation of leachate through compacted soil liners and found that the presence of microbial activity was confirmed by direct observations of the microbial population in the permeating liquid, by microbial exopolysaccharides encountered in the soil pores, and from inverse modeling analysis of pore bioclogging.
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Geophysical and geotechnical properties of near-seafloor sediments in the northern Gulf of Mexico gas hydrate province
TL;DR: In this paper, the strength, stiffness, and porosity of near-seafloor sediments are governed not by overburden vertical effective stress, but rather by interparticle forces arising from the interaction of the ionic pore fluid with the high specific surface (53 to 76 m2 g−1) sediment grains.
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Cu(II) and Zn(II) adsorption capacity of three different clay liner materials.
TL;DR: The adsorbed amounts obtained indicate the suitability of the tested clays to contribute to the retardation of Cu(II) and Zn(II), transport through clay liners, as well as their known quality as physical barriers.