Search results for " Slope"

showing 10 items of 63 documents

Analyzing the role of soil water retention curve in slope stability for differently structured soils

2016

 We analyzed the mechanical and hydrological effects of soil water retention curve (SWRC) models on the slope stability analyses of soils with unimodal and bimodal behavior.  We used three different SWRC models, two bimodal models (Ross&Smettem and Dexter) vs. the traditional van Genuchten model, to evaluate the Factor of Safety (FS) of a simple designed hillslope, based on the Bishop approach for unsaturated soils. Two formulations for term were also considered.  Results indicate that in cases of clayey soils, changes in FS obtained with different SWRC models especially at soil moisture values within the residual zone. In sandy soils the choice of formulations can be more important…

Settore ICAR/02 - Costruzioni Idrauliche E Marittime E IdrologiaSoil Water Retention Curve Slope Stability Factor of Safety
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Esercizi di confutazione su eutanasia e suicidio assistito

2013

In this article, I will offer a definition of active euthanasia, of passive euthanasia and of physician-assisted suicide. Secondly, because I believe in the value of individual autonomy, I will confutate some arguments adduced against the legalization of voluntary euthanasia and physician-assisted suicide. In particular, five arguments. The slippery slope argument, the perfectionist moral argument, the theological argument, the patients’ vulnerability argument, the life’s sacred value argument.

Settore IUS/20 - Filosofia Del Dirittoeuthanasia slippery slope moral perfectionism v. individual autonomy
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Preliminary results of a geomorphological and DInSAR characterization of a recently identified Deep-Seated Gravitational Slope Deformation in Sicily …

2019

The study is part of a larger project that involves the analysis of recently identified Deep-Seated Gravitational Slope Deformation (DSGSD) in Sicily which have been sub-divided according to the geological framework in light of the new geological data about the regional setting. Here are presented the first results of a multidisciplinary study of a DSGSD recently identify in Mount San Calogero area (Northern Sicily). The study was performed by means of different approaches including conventional methods (field surveys) and the Differential Interferometry Synthetic Aperture Radar (DInSAR) technique. The geological and geomorphological analyses were carried out to investigate slopes dynamic, …

Synthetic aperture radarMonitoringLineamentGeologyLandslideDeformation (meteorology)Displacement (vector)GravitationTectonicsLandslideDeep-seated gravitational slope deformationDInSARRock mass classificationSicilySeismologyGeologyRendiconti Online della Società Geologica Italiana
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Growth and geomorphic evolution of the Ustica volcanic complex at the Africa-Europe plate margin (Tyrrhenian Sea)

2021

18 pages, 13 figures, 1 table

Tyrrhenian SeaSettore GEO/02 - Geologia Stratigrafica E Sedimentologica010504 meteorology & atmospheric sciencesLavaPyroclastic rockSeamountsMass wastingEscarpmentFault (geology)Geo-hazard010502 geochemistry & geophysics01 natural sciencesUstica IslandPaleontologyContinental marginSlope instabilityActive tectonics Geo-hazard Seamounts Slope instability Submarine geomorphology Tyrrhenian Sea Ustica IslandActive tectonics; Geo-hazard; Seamounts; Slope instability; Submarine geomorphology; Tyrrhenian Sea; Ustica Island0105 earth and related environmental sciencesEarth-Surface ProcessesgeographySubmarine geomorphologygeography.geographical_feature_categoryActive tectonicsTectonicsVolcanoGeology
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The use of soil water retention curve models in analyzing slope stability in differently structured soils

2017

Abstract This study analyzes whether and at what rate the parameterization of the Soil Water Retention Curve (SWRC) affects the analysis of shallow slope stability for differently structured unsaturated soils. Advanced empirical or physically-based equations of SWRCs have been proposed in literature to describe soil systems characterized by the so-called bimodal porous domain. In unsaturated soils, SWRC affects the stability assessment in two ways. It influences the resistance properties in terms of shear strengths, which depend on the soil water suction; and it affects the hydrological process modeling (e.g. infiltration) directly influencing soil moisture patterns and indirectly influenci…

Unsaturated soilsSoil texture0208 environmental biotechnologySettore ICAR/02 - Costruzioni Idrauliche E Marittime E IdrologiaFactor of safety04 agricultural and veterinary sciences02 engineering and technologyHydrological modelingBimodal pore size distributionBimodal pore size distribution; Factor of safety; Hydrological modeling; Slope failure; Unsaturated soils; Earth-Surface Processes020801 environmental engineeringInfiltration (hydrology)Factor of safetySlope stabilitySoil water040103 agronomy & agriculture0401 agriculture forestry and fisheriesEnvironmental scienceGeotechnical engineeringUnsaturated soilSlope failureSaturation (chemistry)PorosityWater contentEarth-Surface Processes
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1400 years of man-environment interactions and soil evolution in the Saint-Mont mountain (Remiremont, Vosges)

2021

International audience; The SolHoM(a) project aims at determining the degree of landscape anthropisation in the Fossard massif (Remiremont, Vosges, France) by estimating the impact of past human occupations on current soils. Nowadays, a forest covers this relatively inhospitable mountain (hard climate, steep slopes, acid soils ...), but some remains suggest human presence for at least 1400 years.The Saint-Mont is a variscan orogenic granitic summit (height 672m) with valuable preserved archaeological relics, located south of the Fossard. At the top was founded the monasterium Habendum (from the 7th century to the French Revolution), which potentially comes after a late-antic castrum.Further…

anthropisation gradientgeographers[SHS.ARCHEO] Humanities and Social Sciences/Archaeology and Prehistory[SDU.STU.GM] Sciences of the Universe [physics]/Earth Sciences/Geomorphologypedology[SHS.ARCHEO]Humanities and Social Sciences/Archaeology and PrehistoryLiDAR data analysissteep slopes[SDV.SA.SDS]Life Sciences [q-bio]/Agricultural sciences/Soil studyarchaeologists[SDE.ES]Environmental Sciences/Environmental and Society[SDU.ENVI] Sciences of the Universe [physics]/Continental interfaces environmentarcheologyA relatively inhospitable mountain: -hard climate-nowadays covered by forests. Joint work involving soil scientists[SDE.ES] Environmental Sciences/Environmental and Society[SDU.STU.GM]Sciences of the Universe [physics]/Earth Sciences/Geomorphology[SDV.SA.SDS] Life Sciences [q-bio]/Agricultural sciences/Soil studygeologists and computer scientists[SDU.ENVI]Sciences of the Universe [physics]/Continental interfaces environmentVosges mountains-on acid soils developed from a granitic rock
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Elementi di pericolosità geologica dell’offshore del margine calabro-ionico

2008

canyon continental slope geohazard gravitative instability gullies ionian calabrian margin offshore
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Predicting the equilibrium bed slope in natural streams using a stochastic model for incipient sediment motion

2011

equilibrium bed slope fluvial hydraulics incipient motionSettore AGR/08 - Idraulica Agraria E Sistemazioni Idraulico-Forestali
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Transverse momentum distributions for exclusive $\varrho^{0}$ muoproduction

1992

We have studied transverse momentum distributions for exclusive rho(0) muoproduction on protons and heavier nuclei at 2 < Q2 < 25 GeV2. The Q2 dependence of the slopes of the p(t)2 and t' distributions is discussed. The influence of the non-exclusive background is investigated. The p(t)2-slope for exclusive events is 4.3 +/- 0.6 +/- 0.7 GeV-2 at large Q2. The p(t)2 spectra are much softer than inclusive p(t)2 spectra of leading hadrons produced in deep inelastic scattering.

forward spectrometer: experimental resultsPhysics and Astronomy (miscellaneous)Nuclear Theorymuon nucleus: nuclear reactionchemistry.chemical_elementElementary particlemuon deuteron: nuclear reaction530Nuclear physicsmass spectrum: two-pionmomentum transfer: slopespectrum: transverse momentumField theory (psychology)Quantum field theoryNuclear Experimentrho(770)0: electroproductionEngineering (miscellaneous)muon p: exclusive reactionPhysicspomeron: exchangecalciumtwo-pion: mass spectrumbackgroundelectroproduction: rho(770)0carbon200 GeVCERN SPSDeep inelastic scatteringParticle accelerationexchange: pomeronchemistrytransverse momentum: spectrumQuantum electrodynamicsTransverse momentumHigh Energy Physics::ExperimentCarbonParticle Physics - Experimentmuon p --> rho(770)0 nucleon
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La resistenza di interfaccia calcestruzzo poroso-terreni a grana fina per il consolidamento di pendii mediante trincee drenanti profonde

2022

Le trincee drenanti profonde rappresentano uno dei metodi più efficaci per la mitigazione del rischio da frana, in pendii con falda idrica. Esse sono realizzate mediante pannelli o pali secanti. Il riempimento è costituito di calcestruzzo poroso o materiale granulare. Se le trincee sono adeguatamente “innestate” nel terreno stabile e il materiale di riempimento ha sufficiente resistenza e rigidezza come il calcestruzzo poroso, si ha ulteriore in-cremento di resistenza a taglio per effetto shear keys, oltre a quello derivante dalla riduzione delle pressioni in-terstiziali. L’incremento di resistenza è dovuto sia alla resistenza all’interfaccia calcestruzzo–terreni sia a quella intrinseca del…

interface shear strengthPervious concreteSettore ICAR/07 - Geotecnicashear keys effect. Pervious concrete for deep trench drains used to stabilise slopes must simultaneously satisfy many requirements namely adequate hydraulic conductiv-ity adequate shear strength a few days after pour-ing capacity to act as a protective filter for soils in which the drain is installed good resistance to clog-ging and adequate residual hydraulic conductivity. The pervious concrete with appropriated mix-design can effectively satisfy all the abovementioned requirements. If the trenches depth is such that they intersect the sliding surface and if the trenches are adequate-ly "socket" in the layers of stable soil there is a fur-ther increase in shear strength due to the shear keys effect. This latter is in addition to the increase in shear strength resulting from the reduction of inter-stitial pressures that remains the principal scope of the draining trenches. Obviously the increase of shear strength due to the shear keys effect occurs if the trenches are filled with material that have enough strength and stiffness such as the porous concrete. In this case the beneficial effects of the draining trenches on stability are also due to the resistance at the concrete interface of the trench - soils and to the intrinsic resistance of the concrete at the area of the trench intersected by the sliding surface taken into consideration.The increase in resistance due to the shear keys effect can be very significant in relation to the thickness and interspace of the trenches. Results reported in the paper demonstrated that the interface fine grained soil-pervious concrete is higher than the residual shear strength of the soil.
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