Choose an application

• Reference Manager
• EndNote
• RefWorks (Direct export to RefWorks)

Bolt, Andrew --- Criticism and interpretation. --- Australia --- Politics and government.

Choose an application

• Reference Manager
• EndNote
• RefWorks (Direct export to RefWorks)

Expansion of water resources is a key factor in the socio-economic development of all countries. Dams play a critical role in water storage, especially for areas with unequal rainfall and limited water availability. While the safety of existing dams, periodic re-evaluations and life extensions are the primary objectives in developed countries, the design and construction of new dams are the main concerns in developing countries. The role of dam engineers has greatly changed over recent decades. Thanks to new technologies, the surveillance, monitoring, design and analysis tasks involved in this process have significantly improved. The current edited book is a collection of dam-related papers. The overall aim of this edited book is to improve modeling, simulation and field measurements for different dam types (i.e. concrete gravity dams, concrete arch dams, and embankments). The articles cover a wide range of topics on the subject of dams, and reflect the scientific efforts and engineering approaches in this challenging and exciting research field.

arch dams --- probabilistic --- nonlinear --- seismic --- response correlation --- stochastic --- excavation --- movement --- field --- groundwater --- soil nail --- spatial --- variability --- alkali-silica reaction --- damage --- existing concrete dam --- finite element analysis --- temperature --- saturation degree --- dams --- endurance time analysis --- dynamic capacity --- failure --- seismic effects --- dam safety --- concrete dams --- structural safety and reliability --- finite elements --- earthfill dam --- central clay core --- downstream shoulder --- settlements --- long-term behaviour --- reservoir level fluctuations --- rainfall --- seepage --- geodetic monitoring --- concrete arch dams --- seasonal temperature variations --- crack prediction --- non-linear finite element analyses --- concrete gravity dams --- seismic fragility analysis --- uncertainty quantification --- performance based earthquake engineering --- stability assessment --- instrumentation --- earth dam --- health monitoring --- passive rock bolt --- concrete dam --- progressive failure --- n/a

Choose an application

• Reference Manager
• EndNote
• RefWorks (Direct export to RefWorks)

Various types of metallic and composite structures are used in modern engineering practice. For aerospace, car industry, and civil engineering applications, the most important are thin-walled structures made of di erent types of metallic alloys, brous composites, laminates, and multifunctional materials with a more complicated geometry of reinforcement including nanoparticles or nano bres. The current applications in modern engineering require analysis of structures of various properties, shapes, and sizes (e.g., aircraft wings) including structural hybrid joints, subjected to di erent types of loadings, including quasi-static, dynamic, cyclic, thermal, impact, penetration, etc.The advanced metallic and composite structures should satisfy multiple structural functions during operating conditions. Structural functions include mechanical properties such as strength, sti ness, damage resistance, fracture toughness, and damping. Non-structural functions include electrical and thermal conductivities, sensing, actuation, energy harvesting, self-healing capability, electromagnetic shielding, etc.The aim of this SI is to understand the basic principles of damage growth and fracture processes in advanced metallic and composite structures that also include structural joints. Presently, it is widely recognized that important macroscopic properties, such as macroscopic sti ness and strength, are governed by processes that occur at one to several scales below the level of observation. A thorough understanding of how these processes influence the reduction of sti ffness and strength forms the key to the design of improved innovative structural elements and the analysis of existing ones.

steel–concrete composite bridge --- I-shaped beam --- concrete creep --- temperature --- prediction --- experiment --- through-beam joint --- concrete filled steel tube (CFST) columns --- reinforced concrete (RC) --- axial compressive behaviour --- steel mesh --- local compression --- confined concrete --- height factor --- curved steel–concrete composite box beam --- two-node finite beam element with 26 DOFs --- long-term behavior --- age-adjusted effective modulus method --- C-section --- TH-section --- distortional mode --- medium length --- interactive buckling --- compression --- Koiter’s theory --- FEM --- dynamic pulse buckling --- composite stanchion --- FE analysis --- nonlinear analysis --- crashworthiness --- modulus of elasticity --- pine wood --- wood defects --- knots --- laboratory tests --- beams --- glued laminated timber --- ceramic-matrix composites (CMCs) --- minicomposite --- tensile --- damage --- fracture --- timber --- natural composite --- Kolsky method --- deformation diagrams --- wood species --- energy absorption --- wood model --- verification --- nonlinear stability --- square plate --- shear forces --- components of transverse forces in bending --- membrane components of transverse forces --- 4 methods (CPT, FSDT, S-FSDT, FEM) --- connection --- test --- bolt --- steel plate --- moisture content --- failure --- AlCrN --- arc current --- structure --- hardness --- adhesion --- wear --- turbine jet engine --- material tests --- ember-resistant alloys --- wood --- cohesive law --- digital image correlation --- fracture mechanics --- mixed mode I+II loading --- dual adhesive --- single lap joints --- numerical modeling --- artificial neural networks --- sandwich panels with corrugated channel core --- 3D-printed sandwich --- bending response --- mechanism maps --- geometrical optimization --- dislocation–boundary interaction --- dislocation–interface interaction --- deformation twin-boundary interaction --- size effect --- boundary structure --- boundary strengthening --- characterization techniques --- adhesive joint --- adhesive bond strength --- adhesive layer thickness

Choose an application

• Reference Manager
• EndNote
• RefWorks (Direct export to RefWorks)

This book was proposed and organized as a means to present recent developments in the field of testing of materials and elements in civil engineering. For this reason, the articles highlighted in this editorial relate to different aspects of testing of different materials and elements in civil engineering, from building materials to building structures. The current trend in the development of testing of materials and elements in civil engineering is mainly concerned with the detection of flaws and defects in concrete elements and structures, and acoustic methods predominate in this field. As in medicine, the trend is towards designing test equipment that allows one to obtain a picture of the inside of the tested element and materials. Interesting results with significance for building practices were obtained.

Technology. --- rock bolt --- grouting quality --- dynamic response --- natural frequency --- finite element method --- monitoring --- historical masonry wall --- hygrothermal processes --- internal insulation --- testing of building materials --- test uncertainty --- validation of test methods --- sustainable test methods --- recycling --- foamed asphalt mixtures with cement (FAC) --- base layer --- reclaimed asphalt pavement (RAP) --- fatigue durability --- GFRP --- FRP reinforcement --- shear --- capacity --- reinforced concrete beams --- column --- stiffness --- FRCM --- PBO mesh --- PBO–FRCM --- carpentry joints --- scarf and splice joints --- stop-splayed scarf joints (‘bolt of lightning’) --- static behaviour --- experimental research --- concrete --- non-destructive testing --- ultrasounds --- ultrasonic tomography --- acoustic methods --- defects --- diagnostic --- detection --- convolutional neural networks --- transfer learning --- monitoring FBG --- power transmission tower --- civil engineering --- X-ray microtomography --- microstructure characteristics --- infiltration damage --- high-strength concrete --- steel fibres --- flexural tensile strength --- fracture energy --- numerical analysis --- concrete floors --- compressive strength --- strength distribution --- industrial floors --- ultrasound tests --- ventilated facades --- large-scale facade model --- fire safety --- fiber cement board --- large-slab ceramic tile --- plasterboards --- moisture content --- hydration processes --- mechanical properties --- ultrasound measurements --- ESD resin --- expansion joint --- quasi-plastic material --- energy absorption --- asphalt mix --- compaction index --- volumetric parameters --- stiffness modulus --- moisture resistance --- roughness --- texture --- close-range photogrammetry --- bond strength --- random field generation --- semivariograms --- hybrid truss bridge --- steel–concrete connection joint --- mechanical behavior --- failure mode --- strain --- static test --- static elastic modulus --- dynamic elastic modulus --- machine learning --- P-wave --- S-wave --- resonance frequency test --- nondestructive method --- Al–Ti laminate --- fracture --- acoustic emission diagnostic --- pattern recognition --- clustering AE signal --- storage systems --- tab connector --- flexural test --- capable design moment --- restrained ring test --- autogenous shrinkage cracking --- concrete cracking test --- concrete shrinkage cracking test --- restrined ring calibration --- cement–fiber boards --- acoustic emission method --- k-means algorithm --- wavelet analysis --- fiber composites --- ground penetrating radar (GPR) --- HMA dielectric constant --- road pavement thickness estimation --- early age concrete --- damage processes detection before loading --- strength of structures --- aggregate --- classification --- wire mesh --- roundness --- tilting angle --- opening size --- concrete centrifugation --- morphology --- image processing --- porosity --- cement --- waste paper sludge ash (WPSA) --- controlled low-strength material (CLSM) --- unconfined compressive strength --- bearing capacity --- backfill material --- P-wave velocity --- amplitude attenuation --- resistivity --- CT scan --- sandstone --- damage variable --- nuclear magnetic resonance --- spin-lattice relaxometry --- proton --- hydration kinetics --- superplasticizer --- ready-mixed concrete --- construction material --- quality assessment --- conformity criteria --- statistical-fuzzy method --- FRTP --- rivet --- connection --- polyethylene pipe --- mechanical properties of polyethylene --- resistance strain --- computer simulation --- residual shear stress --- particle crushing --- ring shear test --- particle flow code (PFC2D) --- frictional work --- fibre-reinforced concrete --- recycled steel fibres --- micro-computed tomography --- scanning electron microscopy --- tensile strength --- reinforced concrete --- diagnostic testing --- corrosion --- carbonation --- galvanostatic pulse method --- phase composition analysis --- X-ray analysis --- thermal analysis --- quasi-brittle cement composites --- low-module polypropylene fibres --- elastic range --- digital image correlation --- Arcan shear test --- wood --- orthotropic shear modulus --- elastic-plastic material --- shear wave velocity --- sand --- bender elements test --- grain-size characteristics --- complex modulus --- shrinkage analysis --- reclaimed asphalt --- mineral–cement emulsion mixtures --- cement dusty by-products (UCPPs) --- degradation of glass panels --- effective area ratio --- relative mass loss --- visible light transmittance --- windblown sand --- wood-plastic composites --- methods of testing resistance to fungi --- methods of assessment --- ground-penetrating radar (GPR) --- non-destructive techniques (NDT) --- corrosion of reinforcement --- slip resistance --- granite floor --- slip resistance value --- ramp test --- acceptance angle --- sliding friction coefficient --- comparability of test methods --- wall temperature --- fibre bragg grating sensors --- freeze-thaw cycles --- signal analysis --- short-time Fourier transform --- fast Fourier transform --- brine --- sodium chloride --- X-ray --- partition walls --- brick walls --- bending strength --- cracking --- post-tension --- cable --- girder --- destructive test --- non-destructive test --- structural health monitoring --- safety --- monitoring fibre Bragg grating --- mining areas --- strain/stress distribution --- geopolymer concrete --- fly-ash --- bottom-ash --- neural network --- sustainability --- industrial waste management --- flexural strength --- cladding --- AE acoustic emission --- micro-events --- sound spectrum --- traditional and quasi-brittle cement composites --- residual-state creep --- saturation front --- landslides --- erosional stability --- laboratory testing --- grout mixtures --- groundwater --- test apparatus --- testing --- building materials --- elements

Choose an application

• Reference Manager
• EndNote
• RefWorks (Direct export to RefWorks)

The fluid flow in fracture porous media plays a significant role in the assessment of deep underground reservoirs, such as through CO2 sequestration, enhanced oil recovery, and geothermal energy development. Many methods have been employed—from laboratory experimentation to theoretical analysis and numerical simulations—and allowed for many useful conclusions. This Special Issue aims to report on the current advances related to this topic. This collection of 58 papers represents a wide variety of topics, including on granite permeability investigation, grouting, coal mining, roadway, and concrete, to name but a few. We sincerely hope that the papers published in this Special Issue will be an invaluable resource for our readers.

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