Search results for "Water pressure"

showing 10 items of 31 documents

Modeling Round Robin Test: An Uncoupled Approach

2014

Abstract The solution of the modeling test presented in the paper is based on an uncoupled hydro-mechanical approach. Firstly, the controlled infiltration process is modeled by a finite element transient groundwater seepage software. Afterwards, calculated pore water pressures at successive instants are used for the slope stability analysis. Time evolution of the slope stability is analysed by using the infinite slope model, according to the classical limit equilibrium method.

EngineeringSettore ICAR/07 - Geotecnicainfinite slopebusiness.industryTime evolutionEarth and Planetary Sciences(all)FEM seepage analysisGeneral MedicineMechanicsClassical limitFinite element methodPhysics::GeophysicsMELPore water pressureInfiltration (hydrology)FEM seepage analysiinfinite slope.Slope stabilityGeotechnical engineeringRound robin testbusinessSlope stability analysisunsaturated soilProcedia Earth and Planetary Science
researchProduct

Erratum to “The oxidation state of iron in silicic melt at 500 MPa water pressure” [Chem. Geol. 189 (2002) 55–67]

2003

Geochemistry and PetrologyOxidation stateChemistryEnvironmental chemistryInorganic chemistrySilicicGeologyWater pressureChemical Geology
researchProduct

Physically-based and distributed approach to analyze rainfall-triggered landslides at watershed scale

2011

Abstract Landslides are a serious threat to life and property throughout the world. The causes of landslides are various since multiple dynamic processes are involved in driving slope failures. One of these causes is prolonged rainfall, which affects slope stability in different ways. Water infiltrating in a hillslope may cause a rise of the piezometric surface, which, in turn, involves an increase of the pore water pressure and a decrease of the soil shear resistance. For this reason, knowledge of spatio-temporal dynamics of soil water content, infiltration processes and groundwater dynamics, is of considerable importance in the understanding and prediction of landslides dynamics. In this …

HydrologyHydrological processeSettore ICAR/02 - Costruzioni Idrauliche E Marittime E IdrologiaFactor of safetyLandslideLandslide; Hydrological processes; Stability; Factor of safetyPore water pressureInfiltration (hydrology)LandslideLandslide mitigationSlope stabilityCauses of landslidesHydrological processesStabilityGroundwaterGeologyVegetation and slope stabilityEarth-Surface Processes
researchProduct

Changes in Pore Water Quality After Peatland Restoration: Assessment of a Large-Scale, Replicated Before-After-Control-Impact Study in Finland

2017

Drainage is known to affect peatland natural hydrology and water quality, but peatland restoration is considered to ameliorate peatland degradation. Using a replicated BACIPS (Before-After-Control-Impact Paired Series) design, we investigated 24 peatlands, all drained for forestry and subsequently restored, and 19 pristine control boreal peatlands with high temporal and spatial resolution data on hydroclimate and pore water quality. In drained conditions, total nitrogen (Ntot), total phosphorus (Ptot), and dissolved organic carbon (DOC) in pore water were several-fold higher than observed at pristine control sites, highlighting the impacts of long-term drainage on pore water quality. In gen…

HydrologyPeat010504 meteorology & atmospheric sciencesWater table010501 environmental sciences01 natural sciencesPore water pressureNutrientHydrology (agriculture)Dissolved organic carbonEnvironmental scienceWater qualityDrainage0105 earth and related environmental sciencesWater Science and TechnologyWater Resources Research
researchProduct

The effects of long-term drainage and subsequent restoration on water table level and pore water chemistry in boreal peatlands

2014

Summary Degradation by drainage threatens biodiversity and globally important peatland ecosystem functions such as long-term carbon sequestration in peat. Restoration aims at safeguarding peatland values by recovering natural hydrology. Long-term effects of drainage and subsequent restoration, especially related to within-site variation of water table level and pore water chemistry, are poorly known. We studied hydrological variation at 38 boreal Sphagnum peatland sites (pristine, drained and restored) in Finland. The average water table level was significantly lower at Drained than Pristine sites especially near the ditches. We also observed large pore water chemical differences between Dr…

Hydrologyhydrologiageographygeography.geographical_feature_categoryPeatbiologyanthropogenic disturbanceWater tableta1172Ditchspatial variationWetlandbiology.organism_classificationSphagnumwetlandPore water pressureHydrology (agriculture)ekosysteemipalvelutecosystem functionta1181Drainageta116Water Science and Technology
researchProduct

An experimental and constitutive investigation on the chemo-mechanical behaviour of a clay

2013

Engineering issues for which the understanding of the chemo-mechanical behaviour of soils is relevant include wellbore stability problems, the salinification of groundwater, and nuclear waste storage. However, despite the vast number of situations in which couplings between chemistry and mechanics occur, the available constitutive models rely on limited experimental evidence. This paper presents the results of an experimental programme on the chemo-mechanical behaviour of a non-swelling illite. The osmotic suction is controlled through the ion concentration of sodium chloride in the pore water. Stress paths include mechanical loading at a constant osmotic suction, and an increasing osmotic …

Laboratory testMaterials scienceSuctionChemo mechanicalexperimental testingconstitutive modellingModulusengineering.materialSuctionosmotic suctionGeotechnical Engineering and Engineering GeologyStress (mechanics)Pore water pressureChemical propertieIlliteengineeringEarth and Planetary Sciences (miscellaneous)ClayConstitutive relationChemo-mechanicsGeotechnical engineeringConstant (mathematics)Groundwater
researchProduct

Effect of water-jet flossing on surface roughness and color stability of dental resin-based composites.

2019

Background The purpose of this in vitro study was to investigate the effects of water-jet flossing on the color stability and surface roughness of five resin-based composites. Material and methods Five commercially available composite resins were studied. Nine disc-shaped specimens (6x2mm) were fabricated from each composite. The specimens were randomly allocated into three groups and three different treatments were performed on each group: storage in water (control group), water-jet flossing using 50 Psi water pressure, and water-jet flossing using 100 Psi water pressure. The water-jet flossing was performed in a standardized manner using a Waterpik® Aquarius® water flosser. Color and roug…

Materials scienceColor differenceResin composite0206 medical engineeringComposite numberWater jet030206 dentistry02 engineering and technologySurface finishWater pressure:CIENCIAS MÉDICAS [UNESCO]020601 biomedical engineering03 medical and health sciences0302 clinical medicineUNESCO::CIENCIAS MÉDICASSurface roughnessIn vitro studyComposite materialGeneral DentistryJournal of clinical and experimental dentistry
researchProduct

Displacement Evolution of a Large Landslide in a Highly Fissured Clay

2019

The paper presents an analysis and modelling of the reactivation mechanism of a large landslide caused by rainfall, located in Cerda (Sicily, Italy). The study is based on data collected by means of a field investigation, carried out in order to assess the geotechnical properties of the involved material, and a three-year monitoring programme implemented to measure rain and pore water pressures as well as deep and superficial displacements. Three distinct landslides, evolving at variable rates in different directions, were recognized within the overall landslide area. The data clearly show the mechanical role of pore water pressures in the stability of the slope and point out the dependence…

RainfallPore water pressureLandslideSettore ICAR/07 - GeotecnicaHorizontal displacementTime evolutionFissured clayGeotechnical engineeringLandslideSlip (materials science)ModellingGeology
researchProduct

A Landslide in Overconsolidated Clays that Has Involved an Important Road of Access to an Internal Mountain Town

2019

The paper presents a case study on the interference of a landslide in overcosolidated clays, triggered in autumn 2004 - winter 2005 by high pore water pressures, on the usability of an important provincial road of an internal town. In the period of 2004–2019 the landslide suffered several mobilisations that led to temporary closures of the road and continuous interventions on the roadway for its use, that caused significant inconvenience for the population and damage to the commercial, sanitary, touristic, agricultural and other activities. In 2018 a study has allowed to identify the kinematic characters of the landslide and the depth of the sliding surface. The study has confirmed that the…

Residual strengthRoadPore water pressureeducation.field_of_studyLandslideSettore ICAR/07 - GeotecnicaMining engineeringOverconsolidated clayPopulationLandslideDrainageeducationGeology
researchProduct

1D Compression Behaviour of Opalinus Clay

2017

One of the main concerns related to tunnel excavations, drilling operations and wellbore stability in shales is the generation of excess pore water pressure due to changes in mechanical stress; therefore the consolidation of shales is a fundamental process that must be considered. This paper presents a compre- hensive methodology for analysing the compression and consolidation behaviour of shales. An apparatus to perform high-pressure oedometric tests is presented and an analytical method is introduced to analyse the shale consolidation behaviour, which allows information to be gathered on the coeffi cient of consolidation, stiffness, poroelastic properties, and permeability of the tested m…

Settore ICAR/07 - GeotecnicaConsolidation (soil)PoromechanicsDrillingStiffnessSoilPermeability (earth sciences)Void ratioPore water pressureShalesmedicineLaboratory TestingGeotechnical engineeringmedicine.symptomOpalinus ClayOil shaleGeology
researchProduct