Search results for "pore water"

showing 8 items of 28 documents

Hydraulic Characterization of a Pervious Concrete for Deep Draining Trenches

2018

Reduction in pore water pressure is an useful strategy to improve the stability of slopes. Deep draining trenches can be used for this purpose. For the realization of deep trenches, the usual conventional construction techniques are not adequate and the use of adjacent vertical panels, built by means of the methods well-established for diaphragm walls, is necessary. However, unbonded materials (i.e., gravels) cannot be used, because the excavation of a panel adjacent to one already built will cause instability. For this scope a bonded material such as pervious concrete can be used. It must have high permeability; filtering capacity, in order to prevent internal erosion of the soil in which …

SuctionHydraulic conductivityPervious concrete0211 other engineering and technologies02 engineering and technologySuctionSuction.Pore water pressureHydraulic conductivityDeep trenches021105 building & constructionGeneral Materials ScienceGeotechnical engineeringDrainagePorosityPervious concrete; Deep trenches; Drainage; Porosity; Hydraulic conductivity; Suction021101 geological & geomatics engineeringCivil and Structural EngineeringSettore ICAR/07 - GeotecnicaPervious concreteDeep trencheBuilding and ConstructionCharacterization (materials science)Mechanics of MaterialsDrainagePorosityRealization (systems)GeologyJournal of Materials in Civil Engineering
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Pore water velocity and ionic strength effects on DOC release from peat-sand mixtures: Results from laboratory and field experiments

2017

Organic soils are the most important source of dissolved organic carbon (DOC) in surface water. To date, most studies have focused on natural and re-wetted peatlands, but in Central Europe a large proportion of organic soils are drained and under agricultural use. Furthermore, measures such as deep ploughing or sand addition have been conducted to improve trafficability and have resulted in topsoil horizons consisting of a peat-sand mixture. Very little is known about DOC losses from such soils. Moreover, peat soils frequently feature both mobile zones, characterised by active water and solute transport, and immobile zones, which exchange solutes with the mobile zone by diffusion. Surprisin…

TopsoilPeat010504 meteorology & atmospheric sciencesChemistrySoil ScienceSoil science04 agricultural and veterinary sciencesSoil carbon01 natural sciencesPore water pressureSoil waterDissolved organic carbon040103 agronomy & agriculture0401 agriculture forestry and fisheriesWater qualitySurface water0105 earth and related environmental sciencesGeoderma
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Advances in the Testing of the Hydro-mechanical Behaviour of Shales

2013

The paper presents some of the advanced experimental techniques and apparatuses that have been developed by the authors for testing the hydromechanical behaviour of shales. A methodology established for the analysis of the water retention behaviour in non-isochoric conditions is introduced; the method allows for the determination of the main drying and wetting paths in addition to the volume change response upon total suction variations. A high-pressure oedometric cell is then presented; the apparatus allows for the analysis of the transition from the pre-yield behaviour to the normally consolidated state. The analysis of the settlement versus time curves yields information on the permeabil…

Volume changeGeotechnical Engineering and Engineering GeologyStrength of materialsMolasseWater retentionPermeability (earth sciences)Pore water pressureVoid ratioMechanics of MaterialsmedicineGeotechnical engineeringWettingmedicine.symptomGeology
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Fluid escape structures in the north Sicily continental margin

2014

Abstract High resolution and multichannel seismic profiles coupled with multibeam echosounder (seafloor relief) data, acquired along the northern Sicily continental margin (southern Tyrrhenian Sea), document the occurrence of mound and pockmark features, revealing fluid escape processes. Along this margin, morphology of the high-gradient continental slope is irregular due to the presence of structural highs, slope failures and canyons, and is interrupted by flat areas at a mean depth of 1500 m. Seismostratigraphic analysis tools and methods were used to identify fluid escape structures and to work out a classification on the basis of their morpho-acoustic characteristics. The detailed 3D ba…

geographygeography.geographical_feature_categoryContinental shelfStratigraphyPockmarkClathrate hydrateContinental marginGeologyOceanographyBathymetric chartSeafloor spreadingTectonicsPore water pressureGeophysicsContinental marginPockmarkEconomic GeologyFluid escapePetrologyGeomorphologyGeologyMoundGas hydratesMarine and Petroleum Geology
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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…

hydrologiarestorationtyppipeatland hydrologypore water qualityennallistaminenvedenlaatuturvemaatfosforidrainage
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Hot water injection in relation to 1982-84 microseismic events at Campi Flegrei Caldera by thermo-hydro-mechanical simulation

2020

The repeated deformations and seismic unrests at Campi Flegrei caldera (southern Italy) have been identified due to a fluid injection source in volcano active area. We investigated the role of hot water injection in the seismic unrests of 1982-1984 with a view to gaining insights into the caldera’s dynamics, by applying coupled TOUGHREACT-FLAC3D simulator to our computational domain of 10 × 1 × 3 km with a single-phase steam isothermal (HM) and non-isothermal (THM) simulations comparison. The results indicated that the overlying caprock blocks the uprising hot water injection, leading to the building up of pore pressure and shear stress underneath over time. This process substantially modif…

lcsh:GE1-350Microseism010504 meteorology & atmospheric sciencesWater injection (oil production)Induced seismicity010502 geochemistry & geophysics01 natural sciencesPore water pressureShear (geology)CaprockShear stressCalderaPetrologyGeologylcsh:Environmental sciences0105 earth and related environmental sciencesE3S Web of Conferences
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The microstructure of bentonite clay

2018

Bentonite is a common clay having many applications. One of them will be in the spent nuclear fuel repository, as a buffer material between host rock and the canisters containing the radioactive waste. This application has high requirements for the material used, ranging from, among others, appropriate mechanical properties, chemical stability, fine porous structure to sufficient hydraulic conductivity. The material should maintain its properties over time as the life span of the repository is hundreds of thousands years. The aim of this thesis was to investigate the structure of bentonite clay in a condition similar to expected in the repository. The research focused mainly on the pore str…

mikrorakenteetbentonite claymateriaalitutkimushuokoisuuspore structuremicrostructurebentoniittivesipore watersavi
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Hydro-mechanical modelling of MX-80 bentonite: one dimensional study

2016

As a first step towards modelling the coupled Thermo-Hydro-Mechanical-Chemical (THMC) behaviour of bentonite, the Barcelona Basic Model (BBM) has been implemented into Numerrin finite element code. This model has been fully coupled with the single phase flow equation for unsaturated soils which models liquid water transport. Suction obtained from solving the flow equation is used as an input for the BBM model and the volumetric deformations from the mechanical analysis are used to update the pore water pressure field. As an alternative, BBM is used alongside the Kröhn’s model which assumes that bentonite re-saturation is mainly driven by water vapour diffusion. The paper simulates one dimen…

ta212lcsh:GE1-350Water transportMaterials scienceLiquid water0211 other engineering and technologies02 engineering and technology010501 environmental sciences01 natural sciencesInfiltration (hydrology)Pore water pressurePhysical phenomenaSoil waterBentoniteGeotechnical engineering021108 energyWater vaporlcsh:Environmental sciences0105 earth and related environmental sciences
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