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a mannerto causethe fluid material to enter the pores
The differences in the degree of cementation of the different faciesmay resultfrom differences in their pore - water chemistry
Compressive tectonic stressalso contributesto higher pore - fluid pressures
the potential for fluid expulsion events below the MTCcould have causedhigh pore fluid pressures
reactions between the fluid and high - pressure rocks(passive) caused bychanges in fluid chemistry
Volumetric expansioncan resultin significant pressurization of the pore fluid
similarly to solid straincan causein pore fluid content
a processwill have influencedthe pore - water chemistry
seasonal stress(passive) caused bypore water pressures
deformation of bonecausesfluid flow in the bone pores
a saturated porous mediumcomposedof the pore fluid ( blood
reactions with the volcanic sedimentary componentsmight influencepore water chemistry
by the surface group(passive) caused bypore water
the constraining effect of relatively smooth solid barrierscausesoscillatory solvation of fluid molecules
CO2causedpore water
by ash alteration(passive) influenced bypore water
This process also appearsto resultin high concentrations of pore fluid Cs
interaction of the fluid with the quartz - bearing rocks(passive) caused bypore - fluid chemistry
by pore pressure diffusion(passive) caused bypore pressure
by gas accumulation(passive) caused bypore pressure
factorsinfluencingpore pressure
also(passive) may ... be setPore pressure
also(passive) will ... be influencedPore pressure
by structural stress(passive) caused bypore pressure
by subsurface flow(passive) was contributed bypore pressure
by the injection of fluids(passive) caused bypore pressure
the reactionssethydrothermal fluid chemistry
an over - balanced to under - balanced stateresultingin pore fluid influx
by its physical property such as density , viscosity , and surface tension(passive) led byfluid molecules
by the Zipingpu reservoir(passive) caused bypore pressure
by the Zipingpu reservoir.(passive) caused bypore pressure
by the Zipingpu(passive) caused bypore pressure
by ground shaking during earthquake(passive) caused bypore pressure
The failuremay have contributedpore fluid pressurization
the adsorption mechanismcausingpore filling adsorption
Volcanic system geothermal model schematic Factorsinfluencingfluid chemistry
schematic 5 Factors ... 6influencingfluid chemistry
the moleculescomposingthe pore fluid
by macropores(passive) is contributed bypore volume
the sillscausingvapourisation of the pore fluids
from the addition of amendmentsresultingfrom the addition of amendments
to the elastic stiffness of the rock - fluid systemto contributeto the elastic stiffness of the rock - fluid system
an increase of pore pressurecausesan increase of pore pressure
hydraulic fracturescausinghydraulic fractures
widespread sediment liquefaction(passive) caused bywidespread sediment liquefaction
to different dc - exponent profilesleadingto different dc - exponent profiles
loss of oxygen and irritationcausingloss of oxygen and irritation
as its blood of seriescausesas its blood of series
a change in the bulk rocks elastic propertiescausea change in the bulk rocks elastic properties
the limit of undrained sand strengthsetsthe limit of undrained sand strength
The cracking behavior and deformation properties of this material(passive) can be influenced byThe cracking behavior and deformation properties of this material
the shell composition of this species(passive) is influenced bythe shell composition of this species
The distribution of hydrate in the sediments(passive) is significantly influenced byThe distribution of hydrate in the sediments
stronglyinfluencesstrongly
The properties of illite(passive) are influenced byThe properties of illite
to a greater flow rate at the center of a channel than at the edges of a channelleadsto a greater flow rate at the center of a channel than at the edges of a channel
to protect the stability of the formation and to maximize recovery while minimizing time investeddesignedto protect the stability of the formation and to maximize recovery while minimizing time invested
Petrophysical variations(passive) caused byPetrophysical variations
from CO2 injectionresultingfrom CO2 injection
burningcausingburning
seal failuremay causeseal failure
to the seismic responsemay contributeto the seismic response
alsomay ... causealso
silent slip in the Nankai Troughmay causesilent slip in the Nankai Trough
the surface tension(passive) caused bythe surface tension
to blebbing and cell deathmay leadto blebbing and cell death
57 %results57 %
harm to our skincauseharm to our skin
to important deviations from the true seawaterleadingto important deviations from the true seawater
the transient plastic deformation of the specimenscausedthe transient plastic deformation of the specimens
The mechanical strength of calcite bearing rocks(passive) is influenced byThe mechanical strength of calcite bearing rocks
strength of calcite bearing rocks(passive) is influenced bystrength of calcite bearing rocks
to remove mud and clay from the well environmentspecifically designedto remove mud and clay from the well environment
to remove mud and clay from the well environment more efficiently than other productsspecifically designedto remove mud and clay from the well environment more efficiently than other products
metal leaching from the shale that can lead to secondary mineral precipitationdoes influencemetal leaching from the shale that can lead to secondary mineral precipitation
to their blockageleadingto their blockage
The stress state of a poroelastic medium , which entails both the shear and normal stress of the rock(passive) is influenced byThe stress state of a poroelastic medium , which entails both the shear and normal stress of the rock
to protect the stability of the formation and to maximize recovery while minimizing time investeddesignedto protect the stability of the formation and to maximize recovery while minimizing time invested
in their non - ideal behaviourresultin their non - ideal behaviour
leaching of contaminants previously bound into the soil or aggregatecausingleaching of contaminants previously bound into the soil or aggregate