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Mechanics --- Experiments --- Mechanics --- Experimental techniques
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Sédimentation --- sedimentation --- Propriété physicochimique --- chemicophysical properties --- Sedimentology --- Petrology --- Experiments. --- Sedimentation --- Experimental techniques --- Experiments --- sedimentation.
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Atomic bindingsenergy. --- Auger. --- Band structure. --- Chemical analyses. --- Cross section. --- Electron spectroscopy. --- Elektronegativity. --- Excited atoms. --- Experimental techniques. --- Inherent width. --- Photoelectric effect.
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While structure-function relationships of proteins have been studied for a long time, structural studies of RNA face additional challenges. Nevertheless, with the continuous discovery of novel RNA molecules with key cellular functions and of novel pathways and interaction networks, the need for structural information of RNA is still increasing. This volume provides an introduction into techniques to assess structure and folding of RNA. Each chapter explains the theoretical background of one technique, and illustrates possibilities and limitations in selected application examples.
Protein folding. --- RNA. --- Ribonucleic acid --- Ribose nucleic acid --- Nucleic acids --- Ribose --- Folding of proteins --- Proteins --- Folding --- Conformation --- Biophysics. --- Experimental Techniques. --- Prediction Methods.
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Mechanical and hydraulic soil properties are strongly affected by the degree of saturation, with important consequences for earthen embankments, soil–vegetation–atmosphere interactions, geoenvironmental applications, and risk mitigation. The presence of sloping ground surfaces is common. In slightly inclined natural slopes, susceptible to deep landslides, the unsaturated condition of shallow soil horizons affects deep pore water pressures and, therefore, global stability. The stability of steep mountains covered by shallow deposits is often guaranteed by a shear strength contribution related to the unsaturated condition. In this case, the degree of saturation plays a key role in determining which rainfall events can act as landslide triggers, consequently controlling the post-failure evolution. Partial saturation is the basic characteristic of soils used as construction materials of geo-structures such as levees, dikes, and dams. It governs the structure behavior during construction phases, in serviceability, and in extreme scenarios. Hoping to provide a bridge between theoretical research and practical applications, this Special Issue collects quality contributions related to natural and artificial slopes under unsaturated conditions, focusing on aspects such as: water retention and transport properties, mechanical behavior, advances in experimental methods, laboratory and in situ characterization, field monitoring, geotechnical and geophysical field tests, landslide investigation and prevention, the design and maintenance of engineered slopes, and the constitutive and numerical modeling of hydro-mechanical behavior.
landslide --- soil slide --- LAMP --- soil water content --- soil moisture --- monitoring --- calibration --- installation --- rainfall --- debris flow --- in situ characterization --- triaxial tests --- unsaturated conditions --- unsaturated slope --- Ruedlingen field experiment --- lateral resistance --- limit equilibrium solution --- riverbank --- unsaturated soils --- water retention curve --- unsaturated permeability curve --- transient seepage --- slope stability --- pyroclastic soils --- infiltration --- capillary barriers --- stability analysis --- water retention --- suction --- silty sands --- commercial experimental techniques --- n/a
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Mechanical and hydraulic soil properties are strongly affected by the degree of saturation, with important consequences for earthen embankments, soil–vegetation–atmosphere interactions, geoenvironmental applications, and risk mitigation. The presence of sloping ground surfaces is common. In slightly inclined natural slopes, susceptible to deep landslides, the unsaturated condition of shallow soil horizons affects deep pore water pressures and, therefore, global stability. The stability of steep mountains covered by shallow deposits is often guaranteed by a shear strength contribution related to the unsaturated condition. In this case, the degree of saturation plays a key role in determining which rainfall events can act as landslide triggers, consequently controlling the post-failure evolution. Partial saturation is the basic characteristic of soils used as construction materials of geo-structures such as levees, dikes, and dams. It governs the structure behavior during construction phases, in serviceability, and in extreme scenarios. Hoping to provide a bridge between theoretical research and practical applications, this Special Issue collects quality contributions related to natural and artificial slopes under unsaturated conditions, focusing on aspects such as: water retention and transport properties, mechanical behavior, advances in experimental methods, laboratory and in situ characterization, field monitoring, geotechnical and geophysical field tests, landslide investigation and prevention, the design and maintenance of engineered slopes, and the constitutive and numerical modeling of hydro-mechanical behavior.
Technology: general issues --- landslide --- soil slide --- LAMP --- soil water content --- soil moisture --- monitoring --- calibration --- installation --- rainfall --- debris flow --- in situ characterization --- triaxial tests --- unsaturated conditions --- unsaturated slope --- Ruedlingen field experiment --- lateral resistance --- limit equilibrium solution --- riverbank --- unsaturated soils --- water retention curve --- unsaturated permeability curve --- transient seepage --- slope stability --- pyroclastic soils --- infiltration --- capillary barriers --- stability analysis --- water retention --- suction --- silty sands --- commercial experimental techniques --- landslide --- soil slide --- LAMP --- soil water content --- soil moisture --- monitoring --- calibration --- installation --- rainfall --- debris flow --- in situ characterization --- triaxial tests --- unsaturated conditions --- unsaturated slope --- Ruedlingen field experiment --- lateral resistance --- limit equilibrium solution --- riverbank --- unsaturated soils --- water retention curve --- unsaturated permeability curve --- transient seepage --- slope stability --- pyroclastic soils --- infiltration --- capillary barriers --- stability analysis --- water retention --- suction --- silty sands --- commercial experimental techniques
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Mechanical and hydraulic soil properties are strongly affected by the degree of saturation, with important consequences for earthen embankments, soil–vegetation–atmosphere interactions, geoenvironmental applications, and risk mitigation. The presence of sloping ground surfaces is common. In slightly inclined natural slopes, susceptible to deep landslides, the unsaturated condition of shallow soil horizons affects deep pore water pressures and, therefore, global stability. The stability of steep mountains covered by shallow deposits is often guaranteed by a shear strength contribution related to the unsaturated condition. In this case, the degree of saturation plays a key role in determining which rainfall events can act as landslide triggers, consequently controlling the post-failure evolution. Partial saturation is the basic characteristic of soils used as construction materials of geo-structures such as levees, dikes, and dams. It governs the structure behavior during construction phases, in serviceability, and in extreme scenarios. Hoping to provide a bridge between theoretical research and practical applications, this Special Issue collects quality contributions related to natural and artificial slopes under unsaturated conditions, focusing on aspects such as: water retention and transport properties, mechanical behavior, advances in experimental methods, laboratory and in situ characterization, field monitoring, geotechnical and geophysical field tests, landslide investigation and prevention, the design and maintenance of engineered slopes, and the constitutive and numerical modeling of hydro-mechanical behavior.
Technology: general issues --- landslide --- soil slide --- LAMP --- soil water content --- soil moisture --- monitoring --- calibration --- installation --- rainfall --- debris flow --- in situ characterization --- triaxial tests --- unsaturated conditions --- unsaturated slope --- Ruedlingen field experiment --- lateral resistance --- limit equilibrium solution --- riverbank --- unsaturated soils --- water retention curve --- unsaturated permeability curve --- transient seepage --- slope stability --- pyroclastic soils --- infiltration --- capillary barriers --- stability analysis --- water retention --- suction --- silty sands --- commercial experimental techniques --- n/a
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