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DC Field | Value | Language |
---|---|---|
dc.contributor.author | Weng, Joanna | |
dc.date.accessioned | 2022-05-02T08:28:17Z | - |
dc.date.available | 2022-05-02T08:28:17Z | - |
dc.date.issued | 2006 | |
dc.identifier.isbn | 9783866440913 | |
dc.identifier.uri | http://localhost:8080/xmlui/handle/123456789/146460 | - |
dc.language.iso | eng | |
dc.publisher | KIT Scientific Publishing | |
dc.relation.isbasedon | 10.5445/KSP/1000005640 | |
dc.relation.uri | https://www.ksp.kit.edu/9783866440913 | |
dc.rights.uri | CC BY-NC-ND (姓名標示-非商業性-禁止改作) | |
dc.source | DOAB | |
dc.subject.classification | Physics | |
dc.subject.other | scanning electron microscope (SEM) images | |
dc.subject.other | permeability | |
dc.subject.other | high temperature | |
dc.subject.other | Darcy’s law | |
dc.subject.other | confining pressures | |
dc.subject.other | chemical grouts | |
dc.subject.other | grain size of sand | |
dc.subject.other | initial water contained in sand | |
dc.subject.other | grouted sand | |
dc.subject.other | macroscopic mechanical behaviors | |
dc.subject.other | microstructure characteristics | |
dc.subject.other | ductile failure | |
dc.subject.other | gas concentration | |
dc.subject.other | gob-side entry retaining (GER) | |
dc.subject.other | limestone roof | |
dc.subject.other | roof-cutting resistance | |
dc.subject.other | roadside backfill body (RBB) | |
dc.subject.other | solid backfill coal mining | |
dc.subject.other | goaf | |
dc.subject.other | water soaked height | |
dc.subject.other | loose gangue backfill material | |
dc.subject.other | deformation | |
dc.subject.other | crushing ratio | |
dc.subject.other | fracture grouting | |
dc.subject.other | cement–silicate grout | |
dc.subject.other | geophysical prospecting | |
dc.subject.other | seepage | |
dc.subject.other | Yellow River Embankment | |
dc.subject.other | contiguous seams | |
dc.subject.other | water-dripping roadway | |
dc.subject.other | roadway deformation | |
dc.subject.other | bolt support | |
dc.subject.other | pervious concrete | |
dc.subject.other | permeability coefficient | |
dc.subject.other | porosity | |
dc.subject.other | pore distribution characteristics | |
dc.subject.other | strength | |
dc.subject.other | soil–structure interface | |
dc.subject.other | internal erosion | |
dc.subject.other | critical hydraulic gradient | |
dc.subject.other | orthogonal tests | |
dc.subject.other | Pseudo Steady-State (PPS) constant | |
dc.subject.other | finite-conductivity fracture | |
dc.subject.other | conductivity-influence function | |
dc.subject.other | normalized conductivity-influence function | |
dc.subject.other | circular closed reservoir | |
dc.subject.other | glutenite | |
dc.subject.other | gravel | |
dc.subject.other | hydraulic fracture | |
dc.subject.other | numerical simulation | |
dc.subject.other | propagation | |
dc.subject.other | glauberite cavern for storing oil & | |
dc.subject.other | gas | |
dc.subject.other | thermal-hydrological-chemical interactions | |
dc.subject.other | temperature | |
dc.subject.other | brine concentration | |
dc.subject.other | microstructure | |
dc.subject.other | micro-CT | |
dc.subject.other | damage | |
dc.subject.other | cyclic heating and cooling | |
dc.subject.other | physical and mechanical parameters | |
dc.subject.other | failure mode | |
dc.subject.other | acoustic emission | |
dc.subject.other | anisotropy | |
dc.subject.other | bedding plane orientation | |
dc.subject.other | coal | |
dc.subject.other | gas | |
dc.subject.other | adsorption–desorption | |
dc.subject.other | laboratory experiment | |
dc.subject.other | pore pressure | |
dc.subject.other | hydro-mechanical coupling | |
dc.subject.other | fracture closure | |
dc.subject.other | constitutive model | |
dc.subject.other | effective stress | |
dc.subject.other | debris flow | |
dc.subject.other | dynamic characteristics | |
dc.subject.other | numerical analysis | |
dc.subject.other | debris-resisting barriers | |
dc.subject.other | coal measures sandstone | |
dc.subject.other | creep characteristics | |
dc.subject.other | seepage pressure | |
dc.subject.other | seepage-creep | |
dc.subject.other | microscopic morphology | |
dc.subject.other | Darcy flow | |
dc.subject.other | heterogeneity | |
dc.subject.other | numerical manifold method | |
dc.subject.other | high-order | |
dc.subject.other | refraction law | |
dc.subject.other | hydraulic fracture network | |
dc.subject.other | cohesive element method | |
dc.subject.other | coal seams | |
dc.subject.other | fracture propagation | |
dc.subject.other | discontinuous natural fracture | |
dc.subject.other | secondary fracture | |
dc.subject.other | fault water inrush | |
dc.subject.other | coupled THM model | |
dc.subject.other | nonlinear flow in fractured porous media | |
dc.subject.other | numerical model | |
dc.subject.other | warning levels of fault water inrush | |
dc.subject.other | bentonite-sand mixtures | |
dc.subject.other | differential settlement | |
dc.subject.other | deformation | |
dc.subject.other | hydraulic conductivity | |
dc.subject.other | crack | |
dc.subject.other | geogrid | |
dc.subject.other | enhanced permeability | |
dc.subject.other | deviatoric stress | |
dc.subject.other | mechanical behavior transition | |
dc.subject.other | CH4 seepage | |
dc.subject.other | volumetric strain | |
dc.subject.other | strain-based percolation model | |
dc.subject.other | rock-soil mechanics | |
dc.subject.other | soft filling medium | |
dc.subject.other | segmented grouting | |
dc.subject.other | split grouting | |
dc.subject.other | model experiment | |
dc.subject.other | reinforcement mechanism | |
dc.subject.other | longwall mining | |
dc.subject.other | gob behaviors | |
dc.subject.other | stress relief | |
dc.subject.other | permeability | |
dc.subject.other | gas drainage | |
dc.subject.other | hard and thick magmatic rocks | |
dc.subject.other | orthogonal ratio test | |
dc.subject.other | similar simulation | |
dc.subject.other | fracture | |
dc.subject.other | bed separation | |
dc.subject.other | disaster-causing mechanism | |
dc.subject.other | artificial joint rock | |
dc.subject.other | shear-flow coupled test | |
dc.subject.other | hydraulic aperture | |
dc.subject.other | roughness | |
dc.subject.other | seepage pressure | |
dc.subject.other | mixing | |
dc.subject.other | conservative solute | |
dc.subject.other | fractal | |
dc.subject.other | roughness | |
dc.subject.other | fracture | |
dc.subject.other | transversely isotropic rocks | |
dc.subject.other | failure mechanism | |
dc.subject.other | particle flow modeling | |
dc.subject.other | interface | |
dc.subject.other | n/a | |
dc.subject.other | fractured porous rock mass | |
dc.subject.other | grouting experiment | |
dc.subject.other | visualization system | |
dc.subject.other | flow law | |
dc.subject.other | layered progressive grouting | |
dc.subject.other | sandstone and mudstone particles | |
dc.subject.other | rheological deformation | |
dc.subject.other | segmented rheological model | |
dc.subject.other | rheological limit strain | |
dc.subject.other | rheological test | |
dc.subject.other | water-rock interaction | |
dc.subject.other | dry-wet cycles | |
dc.subject.other | slope stability | |
dc.subject.other | laboratory experiment | |
dc.subject.other | mechanical properties | |
dc.subject.other | Xinjiang | |
dc.subject.other | land reclamation | |
dc.subject.other | management period | |
dc.subject.other | soil particle size | |
dc.subject.other | fluid flow in reclaimed soil | |
dc.subject.other | effluents | |
dc.subject.other | soil properties | |
dc.subject.other | cohesive soils | |
dc.subject.other | contamination | |
dc.subject.other | time variation | |
dc.subject.other | stabilization | |
dc.subject.other | mixer | |
dc.subject.other | viscoelastic fluid | |
dc.subject.other | pore structure | |
dc.subject.other | orthogonal test | |
dc.subject.other | fluid–solid coupling theory | |
dc.subject.other | similar-material | |
dc.subject.other | regression equation | |
dc.subject.other | optimum proportioning | |
dc.subject.other | hydraulic fracturing | |
dc.subject.other | gas fracturing | |
dc.subject.other | oriented perforation | |
dc.subject.other | fracture propagation | |
dc.subject.other | damage mechanics | |
dc.subject.other | fluid viscosity | |
dc.subject.other | CO2 flooding | |
dc.subject.other | supercritical CO2 | |
dc.subject.other | CO2 geological storage | |
dc.subject.other | tight sandstone gas reservoirs | |
dc.subject.other | enhanced gas recovery | |
dc.subject.other | flotation | |
dc.subject.other | coal particle | |
dc.subject.other | collision angle | |
dc.subject.other | initial settlement position | |
dc.subject.other | particle velocity | |
dc.subject.other | adhesion efficiency | |
dc.subject.other | green mining | |
dc.subject.other | paste-like slurry | |
dc.subject.other | XRD | |
dc.subject.other | intelligent torque rheometer | |
dc.subject.other | on-site monitoring | |
dc.subject.other | cyclic wetting-drying | |
dc.subject.other | deterioration | |
dc.subject.other | sandstone | |
dc.subject.other | mudstone | |
dc.subject.other | elastic modulus | |
dc.subject.other | uniaxial compressive strength | |
dc.subject.other | permeability characteristics | |
dc.subject.other | grading broken gangue | |
dc.subject.other | compressive stress | |
dc.subject.other | compression deformation | |
dc.subject.other | mine shaft | |
dc.subject.other | alternate strata | |
dc.subject.other | surrounding rock | |
dc.subject.other | shaft lining | |
dc.subject.other | relief excavation | |
dc.subject.other | consolidation process | |
dc.subject.other | unsaturated soil | |
dc.subject.other | semi-analytical solution | |
dc.subject.other | impeded drainage boundary | |
dc.subject.other | excess pore-pressures | |
dc.subject.other | coalbed methane (CBM) | |
dc.subject.other | soft coal masses | |
dc.subject.other | pore structure | |
dc.subject.other | fractal pore characteristics | |
dc.subject.other | hydraulic fractures | |
dc.subject.other | PPCZ | |
dc.subject.other | multitude parameters | |
dc.subject.other | propagation pattern | |
dc.subject.other | stress interference | |
dc.subject.other | naturally fracture | |
dc.subject.other | filtration effects | |
dc.subject.other | grout penetration | |
dc.subject.other | unified pipe-network method | |
dc.subject.other | two-phase flow | |
dc.subject.other | fractured porous medium | |
dc.subject.other | new cementitious material | |
dc.subject.other | cement-based paste discharge | |
dc.subject.other | XRD | |
dc.subject.other | TG/DTG | |
dc.subject.other | SEM | |
dc.subject.other | MIP | |
dc.subject.other | mechanical behaviors | |
dc.subject.other | rock fracture | |
dc.subject.other | shear-flow coupled test | |
dc.subject.other | constant normal stiffness conditions | |
dc.subject.other | transmissivity | |
dc.subject.other | hydraulic aperture | |
dc.subject.other | water inrush prevention | |
dc.subject.other | backfill mining | |
dc.subject.other | strata movement | |
dc.subject.other | ground pressure | |
dc.subject.other | floor failure depth | |
dc.subject.other | water–rock interaction | |
dc.subject.other | degradation mechanism | |
dc.subject.other | mixed mode fracture resistance | |
dc.subject.other | fracture criteria | |
dc.subject.other | T-stress | |
dc.subject.other | hydro-power | |
dc.subject.other | high-steep slope | |
dc.subject.other | fractured rock | |
dc.subject.other | permeability | |
dc.subject.other | seepage control | |
dc.subject.other | gas-bearing coal | |
dc.subject.other | electrical potential | |
dc.subject.other | charge separation | |
dc.subject.other | gas adsorption | |
dc.subject.other | damage evolution | |
dc.subject.other | Unsaturation | |
dc.subject.other | chloride | |
dc.subject.other | concrete | |
dc.subject.other | coupling model | |
dc.subject.other | numerical calculation | |
dc.subject.other | debris flow | |
dc.subject.other | forecasting | |
dc.subject.other | rainfall-unstable soil coupling mechanism(R-USCM) | |
dc.subject.other | scoops3D | |
dc.subject.other | Jiaohe | |
dc.subject.other | non-aqueous phase liquid | |
dc.subject.other | finite element method | |
dc.subject.other | two-phase flow | |
dc.subject.other | mixed-form formulation | |
dc.subject.other | FLAC | |
dc.subject.other | pore structure | |
dc.subject.other | movable fluid | |
dc.subject.other | tight sandstones | |
dc.subject.other | Ordos Basin | |
dc.subject.other | tectonically deformed coal | |
dc.subject.other | coal and gas outburst | |
dc.subject.other | coal-like material | |
dc.subject.other | mechanical properties | |
dc.subject.other | deformation feature | |
dc.subject.other | adsorption/desorption properties | |
dc.subject.other | minerals | |
dc.subject.other | mechanical properties | |
dc.subject.other | uniaxial compressive strength | |
dc.subject.other | crack distribution characteristics | |
dc.subject.other | discrete element method | |
dc.subject.other | lignite | |
dc.subject.other | nitric acid modification | |
dc.subject.other | pore structure | |
dc.subject.other | surface characteristics | |
dc.subject.other | adsorption performance | |
dc.subject.other | n/a | |
dc.title | Parameterisation of electromagnetic showers and search for large extra dimensions in pp collisions at s = 14 TeV | |
dc.type | 電子教科書 | |
dc.classification | 自然科學類 | |
Theme: | 教科書-自然科學類 |
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