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Environment-Friendly Construction Materials

Authors: --- --- ---
ISBN: 9783039210121 / 9783039210138 Year: Pages: 280 DOI: 10.3390/books978-3-03921-013-8 Language: eng
Publisher: MDPI - Multidisciplinary Digital Publishing Institute
Subject: Technology (General) --- General and Civil Engineering
Added to DOAB on : 2019-06-26 08:44:06
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Abstract

Construction materials are the most widely used materials for civil infrastructure in our daily lives. However, from an environmental point of view, they consume a huge amount of natural resources and generate the majority of greenhouse gasses. Therefore, many new and novel technologies for designing environmentally friendly construction materials have been developed recently. This Special Issue, “Environment-Friendly Construction Materials”, has been proposed and organized as a means to present recent developments in the field of construction materials. It covers a wide range of selected topics on construction materials.

Keywords

Ca-alginate microcapsules --- microfluidic --- self-healing --- bitumen --- mineral-asphalt mixtures --- aggregate from sanitary ceramic wastes --- environmentally friendly construction materials --- diatomite --- styrene–butadiene–styrene (SBS) modified bitumen --- diatomite-modified asphalt mixture --- road engineering --- fatigue life --- three-point bending fatigue test --- asphalt mixture --- plateau value of permanent deformation ratio --- damage evolution --- fatigue equation --- ultraviolet radiation --- bitumen --- aging depth --- transmittance --- permeation --- expanded graphite --- polyethylene glycol --- phase change materials --- titanate coupling agent --- molecular bridge --- building envelopes --- thermal property --- building energy conservation --- reclaimed asphalt pavement --- recycling --- epoxidized soybean oil --- rejuvenator --- diffusing --- asphalt pavement --- fatigue property --- pavement failure --- long-term field service --- asphalt mixture --- microwave heating --- induction heating --- effective heating depth --- induced healing --- initial self-healing temperature --- asphalt mastic --- flow behavior index --- steel slag --- limestone --- aggregate morphology --- aggregate image measurement system --- micro-surfacing --- skid-resistance --- surface texture --- asphalt --- water solute exposure --- aqueous solute compositions --- chemical evolutions --- rheological properties --- polyacrylic acid --- fluidity --- rheology --- adsorption --- combination --- cement emulsified asphalt mixture --- fatigue performance --- thickness combinations --- X-ray computed tomography --- artificial neural network --- crumb rubber --- high-strength concrete --- damping --- dynamic moduli --- railway application --- recycled material --- recycling --- sanitary ceramics --- concrete --- recycling aggregate --- asphalt mixture --- basalt fiber --- response surface methodology --- design optimization --- fluorescence spectrum --- bitumen --- ageing --- parametrization --- “blue-shift” --- asphalt --- asphalt mortar --- healing agents --- crack healing --- healing model --- ultra-thin wearing course --- self-healing --- induction heating --- steel fiber --- steel slag --- rankinite --- carbonation --- waste concrete --- CO2 --- aged bitumen --- rejuvenator --- solubilizer --- colloidal structure --- micro-morphology --- granite aggregate --- desulphurization gypsum residues --- rubber modified asphalt --- asphalt mixture --- pavement performance --- limestone aggregates --- emulsified asphalt --- demulsification speed --- surface energy --- specific surface area --- artificially aged asphalt mixture --- rejuvenator --- durability --- dynamic characteristics --- overlay tester --- energy-based approach --- dissipated strain energy --- plateau value of dissipated strain energy ratio --- fatigue life --- three-point bending fatigue test --- amorphous silica --- crystallization sensitivity --- water-leaching pretreatment --- rice husk ash --- cement --- crumb rubber --- anti-rutting agent --- flexibility --- field evaluation --- asphalt mixes --- aggregate characteristics --- simplex lattice design --- viscoelastic properties --- asphalt combustion --- flame retardant --- aluminum hydroxide --- layered double hydroxide --- asphalt mixture --- viscoelastic properties --- creep --- relaxation --- aggregates --- morphology --- crumb rubber powder --- SBS/CRP-modified bitumen --- aging processes --- temperature sensitivity characteristics --- diatomite --- basalt fiber --- asphalt mixture --- low-temperature --- damage constitutive model --- graphene --- nitrogen and phosphorus removal --- MDA --- SOD --- sequencing batch Chlorella reactor --- SEM --- thermal–mechanical properties --- bio-oil --- regeneration --- aged asphalt --- molecular dynamic simulation --- viscoelasticity --- nanomaterial --- hydrophobic nanosilica --- hydrophilic nanosilica --- laboratory evaluation --- diatomite --- basalt fiber --- compound modify --- asphalt mixture --- asphalt mixture --- basalt fiber --- freeze-thaw cycle --- damage characteristics --- high-modulus asphalt mixture (HMAM) --- dynamic tests --- viscoelasticity --- dynamic responses --- resistance to deformations --- tensile strains --- tensile stresses --- sensitivity analysis --- hot mix asphalt containing recycled concrete aggregate --- contact angle --- adhesion energy --- water stability --- fatigue performance --- self-compacting concrete (SCC) --- rheology --- workability --- pozzolanic reaction --- microstructure --- Ultra-High Performance Concrete (UHPC) --- long-term drying shrinkage --- hydration characteristic --- porous pumice --- optimization --- engineered cementitious composites (ECC) --- polyvinyl alcohol --- fiber modification --- mechanical behavior --- self-healing --- asphalt --- rejuvenation --- calcium alginate capsules --- asphalt-aggregate adhesion --- plant ash lixivium --- stripping test --- contact angle --- interfacial transition zone --- SBS-modified bitumen --- rejuvenating systems --- physical properties --- viscous-elastic temperature --- rutting factor --- vibration noise consumption --- cold recycled asphalt mixture --- reclaimed asphalt pavement --- mastic --- rheological properties --- emulsified asphalt --- cement --- construction materials --- fatigue life --- ageing resistance --- modified asphalt materials --- rejuvenator --- self-healing asphalt --- recycling --- cold recycled asphalt mixture --- ultra-high performance concrete

Environment-Friendly Construction Materials

Authors: --- --- ---
ISBN: 9783039210145 / 9783039210152 Year: Pages: 256 DOI: 10.3390/books978-3-03921-015-2 Language: eng
Publisher: MDPI - Multidisciplinary Digital Publishing Institute
Subject: Technology (General) --- General and Civil Engineering
Added to DOAB on : 2019-06-26 08:44:06
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Abstract

Construction materials are the most widely used materials for civil infrastructure in our daily lives. However, from an environmental point of view, they consume a huge amount of natural resources and generate the majority of greenhouse gasses. Therefore, many new and novel technologies for designing environmentally friendly construction materials have been developed recently. This Special Issue, “Environment-Friendly Construction Materials”, has been proposed and organized as a means to present recent developments in the field of construction materials. It covers a wide range of selected topics on construction materials.

Keywords

Ca-alginate microcapsules --- microfluidic --- self-healing --- bitumen --- mineral-asphalt mixtures --- aggregate from sanitary ceramic wastes --- environmentally friendly construction materials --- diatomite --- styrene–butadiene–styrene (SBS) modified bitumen --- diatomite-modified asphalt mixture --- road engineering --- fatigue life --- three-point bending fatigue test --- asphalt mixture --- plateau value of permanent deformation ratio --- damage evolution --- fatigue equation --- ultraviolet radiation --- bitumen --- aging depth --- transmittance --- permeation --- expanded graphite --- polyethylene glycol --- phase change materials --- titanate coupling agent --- molecular bridge --- building envelopes --- thermal property --- building energy conservation --- reclaimed asphalt pavement --- recycling --- epoxidized soybean oil --- rejuvenator --- diffusing --- asphalt pavement --- fatigue property --- pavement failure --- long-term field service --- asphalt mixture --- microwave heating --- induction heating --- effective heating depth --- induced healing --- initial self-healing temperature --- asphalt mastic --- flow behavior index --- steel slag --- limestone --- aggregate morphology --- aggregate image measurement system --- micro-surfacing --- skid-resistance --- surface texture --- asphalt --- water solute exposure --- aqueous solute compositions --- chemical evolutions --- rheological properties --- polyacrylic acid --- fluidity --- rheology --- adsorption --- combination --- cement emulsified asphalt mixture --- fatigue performance --- thickness combinations --- X-ray computed tomography --- artificial neural network --- crumb rubber --- high-strength concrete --- damping --- dynamic moduli --- railway application --- recycled material --- recycling --- sanitary ceramics --- concrete --- recycling aggregate --- asphalt mixture --- basalt fiber --- response surface methodology --- design optimization --- fluorescence spectrum --- bitumen --- ageing --- parametrization --- “blue-shift” --- asphalt --- asphalt mortar --- healing agents --- crack healing --- healing model --- ultra-thin wearing course --- self-healing --- induction heating --- steel fiber --- steel slag --- rankinite --- carbonation --- waste concrete --- CO2 --- aged bitumen --- rejuvenator --- solubilizer --- colloidal structure --- micro-morphology --- granite aggregate --- desulphurization gypsum residues --- rubber modified asphalt --- asphalt mixture --- pavement performance --- limestone aggregates --- emulsified asphalt --- demulsification speed --- surface energy --- specific surface area --- artificially aged asphalt mixture --- rejuvenator --- durability --- dynamic characteristics --- overlay tester --- energy-based approach --- dissipated strain energy --- plateau value of dissipated strain energy ratio --- fatigue life --- three-point bending fatigue test --- amorphous silica --- crystallization sensitivity --- water-leaching pretreatment --- rice husk ash --- cement --- crumb rubber --- anti-rutting agent --- flexibility --- field evaluation --- asphalt mixes --- aggregate characteristics --- simplex lattice design --- viscoelastic properties --- asphalt combustion --- flame retardant --- aluminum hydroxide --- layered double hydroxide --- asphalt mixture --- viscoelastic properties --- creep --- relaxation --- aggregates --- morphology --- crumb rubber powder --- SBS/CRP-modified bitumen --- aging processes --- temperature sensitivity characteristics --- diatomite --- basalt fiber --- asphalt mixture --- low-temperature --- damage constitutive model --- graphene --- nitrogen and phosphorus removal --- MDA --- SOD --- sequencing batch Chlorella reactor --- SEM --- thermal–mechanical properties --- bio-oil --- regeneration --- aged asphalt --- molecular dynamic simulation --- viscoelasticity --- nanomaterial --- hydrophobic nanosilica --- hydrophilic nanosilica --- laboratory evaluation --- diatomite --- basalt fiber --- compound modify --- asphalt mixture --- asphalt mixture --- basalt fiber --- freeze-thaw cycle --- damage characteristics --- high-modulus asphalt mixture (HMAM) --- dynamic tests --- viscoelasticity --- dynamic responses --- resistance to deformations --- tensile strains --- tensile stresses --- sensitivity analysis --- hot mix asphalt containing recycled concrete aggregate --- contact angle --- adhesion energy --- water stability --- fatigue performance --- self-compacting concrete (SCC) --- rheology --- workability --- pozzolanic reaction --- microstructure --- Ultra-High Performance Concrete (UHPC) --- long-term drying shrinkage --- hydration characteristic --- porous pumice --- optimization --- engineered cementitious composites (ECC) --- polyvinyl alcohol --- fiber modification --- mechanical behavior --- self-healing --- asphalt --- rejuvenation --- calcium alginate capsules --- asphalt-aggregate adhesion --- plant ash lixivium --- stripping test --- contact angle --- interfacial transition zone --- SBS-modified bitumen --- rejuvenating systems --- physical properties --- viscous-elastic temperature --- rutting factor --- vibration noise consumption --- cold recycled asphalt mixture --- reclaimed asphalt pavement --- mastic --- rheological properties --- emulsified asphalt --- cement --- construction materials --- fatigue life --- ageing resistance --- modified asphalt materials --- rejuvenator --- self-healing asphalt --- recycling --- cold recycled asphalt mixture --- ultra-high performance concrete

Environment-Friendly Construction Materials

Authors: --- --- ---
ISBN: 9783039210169 / 9783039210176 Year: Pages: 270 DOI: 10.3390/books978-3-03921-017-6 Language: eng
Publisher: MDPI - Multidisciplinary Digital Publishing Institute
Subject: Technology (General) --- General and Civil Engineering
Added to DOAB on : 2019-06-26 08:44:06
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Abstract

Construction materials are the most widely used materials for civil infrastructure in our daily lives. However, from an environmental point of view, they consume a huge amount of natural resources and generate the majority of greenhouse gasses. Therefore, many new and novel technologies for designing environmentally friendly construction materials have been developed recently. This Special Issue, “Environment-Friendly Construction Materials”, has been proposed and organized as a means to present recent developments in the field of construction materials. It covers a wide range of selected topics on construction materials.

Keywords

Ca-alginate microcapsules --- microfluidic --- self-healing --- bitumen --- mineral-asphalt mixtures --- aggregate from sanitary ceramic wastes --- environmentally friendly construction materials --- diatomite --- styrene–butadiene–styrene (SBS) modified bitumen --- diatomite-modified asphalt mixture --- road engineering --- fatigue life --- three-point bending fatigue test --- asphalt mixture --- plateau value of permanent deformation ratio --- damage evolution --- fatigue equation --- ultraviolet radiation --- bitumen --- aging depth --- transmittance --- permeation --- expanded graphite --- polyethylene glycol --- phase change materials --- titanate coupling agent --- molecular bridge --- building envelopes --- thermal property --- building energy conservation --- reclaimed asphalt pavement --- recycling --- epoxidized soybean oil --- rejuvenator --- diffusing --- asphalt pavement --- fatigue property --- pavement failure --- long-term field service --- asphalt mixture --- microwave heating --- induction heating --- effective heating depth --- induced healing --- initial self-healing temperature --- asphalt mastic --- flow behavior index --- steel slag --- limestone --- aggregate morphology --- aggregate image measurement system --- micro-surfacing --- skid-resistance --- surface texture --- asphalt --- water solute exposure --- aqueous solute compositions --- chemical evolutions --- rheological properties --- polyacrylic acid --- fluidity --- rheology --- adsorption --- combination --- cement emulsified asphalt mixture --- fatigue performance --- thickness combinations --- X-ray computed tomography --- artificial neural network --- crumb rubber --- high-strength concrete --- damping --- dynamic moduli --- railway application --- recycled material --- recycling --- sanitary ceramics --- concrete --- recycling aggregate --- asphalt mixture --- basalt fiber --- response surface methodology --- design optimization --- fluorescence spectrum --- bitumen --- ageing --- parametrization --- “blue-shift” --- asphalt --- asphalt mortar --- healing agents --- crack healing --- healing model --- ultra-thin wearing course --- self-healing --- induction heating --- steel fiber --- steel slag --- rankinite --- carbonation --- waste concrete --- CO2 --- aged bitumen --- rejuvenator --- solubilizer --- colloidal structure --- micro-morphology --- granite aggregate --- desulphurization gypsum residues --- rubber modified asphalt --- asphalt mixture --- pavement performance --- limestone aggregates --- emulsified asphalt --- demulsification speed --- surface energy --- specific surface area --- artificially aged asphalt mixture --- rejuvenator --- durability --- dynamic characteristics --- overlay tester --- energy-based approach --- dissipated strain energy --- plateau value of dissipated strain energy ratio --- fatigue life --- three-point bending fatigue test --- amorphous silica --- crystallization sensitivity --- water-leaching pretreatment --- rice husk ash --- cement --- crumb rubber --- anti-rutting agent --- flexibility --- field evaluation --- asphalt mixes --- aggregate characteristics --- simplex lattice design --- viscoelastic properties --- asphalt combustion --- flame retardant --- aluminum hydroxide --- layered double hydroxide --- asphalt mixture --- viscoelastic properties --- creep --- relaxation --- aggregates --- morphology --- crumb rubber powder --- SBS/CRP-modified bitumen --- aging processes --- temperature sensitivity characteristics --- diatomite --- basalt fiber --- asphalt mixture --- low-temperature --- damage constitutive model --- graphene --- nitrogen and phosphorus removal --- MDA --- SOD --- sequencing batch Chlorella reactor --- SEM --- thermal–mechanical properties --- bio-oil --- regeneration --- aged asphalt --- molecular dynamic simulation --- viscoelasticity --- nanomaterial --- hydrophobic nanosilica --- hydrophilic nanosilica --- laboratory evaluation --- diatomite --- basalt fiber --- compound modify --- asphalt mixture --- asphalt mixture --- basalt fiber --- freeze-thaw cycle --- damage characteristics --- high-modulus asphalt mixture (HMAM) --- dynamic tests --- viscoelasticity --- dynamic responses --- resistance to deformations --- tensile strains --- tensile stresses --- sensitivity analysis --- hot mix asphalt containing recycled concrete aggregate --- contact angle --- adhesion energy --- water stability --- fatigue performance --- self-compacting concrete (SCC) --- rheology --- workability --- pozzolanic reaction --- microstructure --- Ultra-High Performance Concrete (UHPC) --- long-term drying shrinkage --- hydration characteristic --- porous pumice --- optimization --- engineered cementitious composites (ECC) --- polyvinyl alcohol --- fiber modification --- mechanical behavior --- self-healing --- asphalt --- rejuvenation --- calcium alginate capsules --- asphalt-aggregate adhesion --- plant ash lixivium --- stripping test --- contact angle --- interfacial transition zone --- SBS-modified bitumen --- rejuvenating systems --- physical properties --- viscous-elastic temperature --- rutting factor --- vibration noise consumption --- cold recycled asphalt mixture --- reclaimed asphalt pavement --- mastic --- rheological properties --- emulsified asphalt --- cement --- construction materials --- fatigue life --- ageing resistance --- modified asphalt materials --- rejuvenator --- self-healing asphalt --- recycling --- cold recycled asphalt mixture --- ultra-high performance concrete

Fluid Flow in Fractured Porous Media

Authors: ---
ISBN: 9783039214235 / 9783039214242 Year: Volume: 1 Pages: 578 DOI: 10.3390/books978-3-03921-424-2 Language: eng
Publisher: MDPI - Multidisciplinary Digital Publishing Institute
Subject: Technology (General) --- General and Civil Engineering
Added to DOAB on : 2019-12-09 11:49:15
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Abstract

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.

Keywords

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 &amp --- 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

Fluid Flow in Fractured Porous Media

Authors: ---
ISBN: 9783039214730 / 9783039214747 Year: Volume: 2 Pages: 492 DOI: 10.3390/books978-3-03921-474-7 Language: eng
Publisher: MDPI - Multidisciplinary Digital Publishing Institute
Subject: Technology (General) --- General and Civil Engineering
Added to DOAB on : 2019-12-09 11:49:15
License:

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Export citation

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Abstract

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.

Keywords

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 &amp --- 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

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