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water injection(passive) is caused byThe increased pore pressure
the main factorcausespore pressure change
by cyclic strain(passive) caused byincreased pore pressure
a nearby dam reservoir(passive) caused byincreased pore pressure
by the Zipingpu reservoir.(passive) caused byincreased pore pressure
by the Zipingpu reservoir(passive) caused byincreased pore pressure
the Zipingpu reservoir(passive) caused byincreased pore pressure
the Zipingpu dam reservoir after filling(passive) caused byincreased pore pressure
when the fluids seep into tiny spaces in the porous rockcausingincreased pore pressure
by the presence aqueous fluids or volatile CO2(passive) caused byhigh pore pressure
under - compaction(passive) is caused byHigh pore pressure
the presence of free gas in pore spacesinfluencedpore pressure response
A fault will shake when the fluids seep into tiny spaces in the porous rockcausingincreased pore pressure
pore spacesinfluencedpore pressure response
by water seepage(passive) caused bylarge pore pressure
by the increase in cell pressure ( 3(passive) caused bypore pressure ( u
by waves(passive) caused bypore pressure variation
waves(passive) caused bypore pressure variation
by the compaction(passive) caused bynegative pore pressure
the low permeability of shalemay causepore pressure storage
injection(passive) caused bypore - pressure increases
by stress concentration(passive) caused bythe excess pore pressure
by shear heating(passive) caused bypore pressure increases
by the load increase(passive) caused bythe excess pore pressure
by natural gas generation(passive) caused bypore pressure increases
seasonal stress(passive) caused bypore water pressures
by the production of steam within the concrete(passive) caused byhigh pore pressures
by fluid injection(passive) caused bypore pressure at depth
cyclic loading(passive) caused bythe excess pore pressure
by the penetration(passive) caused bythe excess pore pressure
by hydrocarbon withdrawal(passive) caused bypore pressure depletion
the deformation of the soil body(passive) is ... influenced bythe resulting pore pressure
by a fluid injection in such a rock model(passive) caused bypore pressure perturbations
the compaction energies(passive) are caused byThe pore water pressures
earthquake - induced ground acceleration ( Seed and Idriss 1971(passive) caused byexcess pore pressure
These pressure gradients are equilibrated by a redistribution of the viscous pore fluid ( water , gas , oil , etccausespore pressure diffusion
by all mechanisms(passive) caused byPredict pore pressure
Your hair ... ableto causepore blockages
skin cellscausepore blockages
more unlikelyto causepore blockages
a reduction in compression wave velocitycausesa reduction in compression wave velocity
rock failurecausesrock failure
in increased seismicity and faultresultedin increased seismicity and fault
instability of the soil which can result in slip plane failuresmay causeinstability of the soil which can result in slip plane failures
instability of the soil which can result in slip plane failures which can be eliminated by application of PVDmay causeinstability of the soil which can result in slip plane failures which can be eliminated by application of PVD
during shearingcausedduring shearing
The damages(passive) caused byThe damages
fractureswill ... causefractures
local soil slipping(passive) caused bylocal soil slipping
in larger area of plastic zoneresultsin larger area of plastic zone
in significant errors in the measured material parameterscan resultin significant errors in the measured material parameters
to reduced effective stress at the ice - rock boundary and rapid rates of advanceleadto reduced effective stress at the ice - rock boundary and rapid rates of advance
to accurate casing depth determinationledto accurate casing depth determination
the risk(passive) caused bythe risk
to record strong ground motionsdesignedto record strong ground motions
to compaction of the now dry aquifer and result in land subsidencemight leadto compaction of the now dry aquifer and result in land subsidence
to changes in the effective stress field within the reservoirleadingto changes in the effective stress field within the reservoir
from the fluid injectionresultingfrom the fluid injection
water to flow from one electrode to the othercausewater to flow from one electrode to the other
a decrease in radial effective stresscausinga decrease in radial effective stress
to change permeabilitymay contributeto change permeability
alsoinfluencesalso
it to collapsewill causeit to collapse
from productionresultingfrom production
normal stresses and not shear stressesinfluencesnormal stresses and not shear stresses
normal stresses and not shear stressesinfluencesnormal stresses and not shear stresses
the strain and absorption strain effect(passive) caused bythe strain and absorption strain effect
elastic deformation(passive) caused byelastic deformation
The Mechanism of Sand Production(passive) Caused byThe Mechanism of Sand Production
in increased seismicityresultedin increased seismicity
subsidencecausingsubsidence
up for samplessetup for samples
from the thermal expansion of pore fluidsresultingfrom the thermal expansion of pore fluids
to acceleration of the slidecan leadto acceleration of the slide
quality , migration , maturation , and retention(passive) are influenced byquality , migration , maturation , and retention
quality , migration , maturation , and retention(passive) are influencedquality , migration , maturation , and retention
reservoir quality , migration , maturation , and retention(passive) are influencedreservoir quality , migration , maturation , and retention
not only to geomechanical changesleadingnot only to geomechanical changes
in seismicitycan resultin seismicity
blisters in the feltcausesblisters in the felt