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http://localhost:8080/xmlui/handle/123456789/146461| Title: | Proliferation-Proof Uranium/Plutonium Fuel Cycles: Safeguards and Non-Proliferation |
| Authors: | Kessler, Günther |
| Issue Date: | 2011 |
| Publisher: | KIT Scientific Publishing |
| link: | https://www.ksp.kit.edu/9783866446144 |
| Keywords: | Physics;scanning electron microscope (SEM) images;permeability;high temperature;Darcy’s law;confining pressures;chemical grouts;grain size of sand;initial water contained in sand;grouted sand;macroscopic mechanical behaviors;microstructure characteristics;ductile failure;gas concentration;gob-side entry retaining (GER);limestone roof;roof-cutting resistance;roadside backfill body (RBB);solid backfill coal mining;goaf;water soaked height;loose gangue backfill material;deformation;crushing ratio;fracture grouting;cement–silicate grout;geophysical prospecting;seepage;Yellow River Embankment;contiguous seams;water-dripping roadway;roadway deformation;bolt support;pervious concrete;permeability coefficient;porosity;pore distribution characteristics;strength;soil–structure interface;internal erosion;critical hydraulic gradient;orthogonal tests;Pseudo Steady-State (PPS) constant;finite-conductivity fracture;conductivity-influence function;normalized conductivity-influence function;circular closed reservoir;glutenite;gravel;hydraulic fracture;numerical simulation;propagation;glauberite cavern for storing oil &gas;thermal-hydrological-chemical interactions;temperature;brine concentration;microstructure;micro-CT;damage;cyclic heating and cooling;physical and mechanical parameters;failure mode;acoustic emission;anisotropy;bedding plane orientation;coal;gas;adsorption–desorption;laboratory experiment;pore pressure;hydro-mechanical coupling;fracture closure;constitutive model;effective stress;debris flow;dynamic characteristics;numerical analysis;debris-resisting barriers;coal measures sandstone;creep characteristics;seepage pressure;seepage-creep;microscopic morphology;Darcy flow;heterogeneity;numerical manifold method;high-order;refraction law;hydraulic fracture network;cohesive element method;coal seams;fracture propagation;discontinuous natural fracture;secondary fracture;fault water inrush;coupled THM model;nonlinear flow in fractured porous media;numerical model;warning levels of fault water inrush;bentonite-sand mixtures;differential settlement;deformation;hydraulic conductivity;crack;geogrid;enhanced permeability;deviatoric stress;mechanical behavior transition;CH4 seepage;volumetric strain;strain-based percolation model;rock-soil mechanics;soft filling medium;segmented grouting;split grouting;model experiment;reinforcement mechanism;longwall mining;gob behaviors;stress relief;permeability;gas drainage;hard and thick magmatic rocks;orthogonal ratio test;similar simulation;fracture;bed separation;disaster-causing mechanism;artificial joint rock;shear-flow coupled test;hydraulic aperture;roughness;seepage pressure;mixing;conservative solute;fractal;roughness;fracture;transversely isotropic rocks;failure mechanism;particle flow modeling;interface;n/a;fractured porous rock mass;grouting experiment;visualization system;flow law;layered progressive grouting;sandstone and mudstone particles;rheological deformation;segmented rheological model;rheological limit strain;rheological test;water-rock interaction;dry-wet cycles;slope stability;laboratory experiment;mechanical properties;Xinjiang;land reclamation;management period;soil particle size;fluid flow in reclaimed soil;effluents;soil properties;cohesive soils;contamination;time variation;stabilization;mixer;viscoelastic fluid;pore structure;orthogonal test;fluid–solid coupling theory;similar-material;regression equation;optimum proportioning;hydraulic fracturing;gas fracturing;oriented perforation;fracture propagation;damage mechanics;fluid viscosity;CO2 flooding;supercritical CO2;CO2 geological storage;tight sandstone gas reservoirs;enhanced gas recovery;flotation;coal particle;collision angle;initial settlement position;particle velocity;adhesion efficiency;green mining;paste-like slurry;XRD;intelligent torque rheometer;on-site monitoring;cyclic wetting-drying;deterioration;sandstone;mudstone;elastic modulus;uniaxial compressive strength;permeability characteristics;grading broken gangue;compressive stress;compression deformation;mine shaft;alternate strata;surrounding rock;shaft lining;relief excavation;consolidation process;unsaturated soil;semi-analytical solution;impeded drainage boundary;excess pore-pressures;coalbed methane (CBM);soft coal masses;pore structure;fractal pore characteristics;hydraulic fractures;PPCZ;multitude parameters;propagation pattern;stress interference;naturally fracture;filtration effects;grout penetration;unified pipe-network method;two-phase flow;fractured porous medium;new cementitious material;cement-based paste discharge;XRD;TG/DTG;SEM;MIP;mechanical behaviors;rock fracture;shear-flow coupled test;constant normal stiffness conditions;transmissivity;hydraulic aperture;water inrush prevention;backfill mining;strata movement;ground pressure;floor failure depth;water–rock interaction;degradation mechanism;mixed mode fracture resistance;fracture criteria;T-stress;hydro-power;high-steep slope;fractured rock;permeability;seepage control;gas-bearing coal;electrical potential;charge separation;gas adsorption;damage evolution;Unsaturation;chloride;concrete;coupling model;numerical calculation;debris flow;forecasting;rainfall-unstable soil coupling mechanism(R-USCM);scoops3D;Jiaohe;non-aqueous phase liquid;finite element method;two-phase flow;mixed-form formulation;FLAC;pore structure;movable fluid;tight sandstones;Ordos Basin;tectonically deformed coal;coal and gas outburst;coal-like material;mechanical properties;deformation feature;adsorption/desorption properties;minerals;mechanical properties;uniaxial compressive strength;crack distribution characteristics;discrete element method;lignite;nitric acid modification;pore structure;surface characteristics;adsorption performance;n/a |
| ISBN: | 9783866446144 |
| Theme: | 教科書-自然科學類 |
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