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by her former attorney(passive) caused by2]office failure
by mechanical agitation(passive) caused bythe shear failure effect
minor defects on the steel bars of excessive hardness / strengthmight causeshear type of failure
by mainly soil - soil interaction(passive) caused bysoil shear failure
by mainly soil - soil interaction , soil - tool interaction and acceleration energy(passive) caused bysoil shear failure
the maximum shear force ... the supportmay causecore shear failure
x the forceto causesingle shear failure
all stresses ... the jointscan leadto sudden shear failure
the loadcauseddirect - shear failure
the jointscan leadto sudden shear failure
members ... the joint locationhas resultedin sudden shear failure
the ability of reinforcement to properly transfer all stresses through the walls instead of being concentrated at the jointscan leadto sudden shear failure
The force requiredto causeshear adhesion failure
the junctionleadingto sudden shear failure
The short columns especially in reinforced concrete structurescan leadto a brittle shear failure
large differences of principal stresses(passive) is caused byCompressive shear failure
by lack of oil and a brittle failure caused by defect(passive) caused bya shear failure
their usecan leadto a ductile shear failure
Since the moment arm is short in a short column , the shear forces are increasedcausinga shear failure
part of the stresswould causeshear failure
The bearing capacity of soil ... ableto leadto shear failure
the value of the maximum principal stress requiredto causeshear failure
the stresswould causeshear failure
a stresscausesa shear failure
also the soilcan leadto shear failure
lower loadsleadingto the shear failure
cracks ... the shear bandsresultedin shear failure
the loadcausingshear failure
the maximum shear stress ... compressive stressresultsin shear failure
inadequate bearing capacity of the soil beneath the foundationleadingto shear failure
the minimum stressmight resultin shear failure
This forcecausesa shear failure
by the sliding of the contact surface at the bond(passive) caused bythe shear failure
stressescausethe shear failure
by shearing force(passive) caused byshear failure
the least stresswould resultin shear failure
the the very least pressuremight causeshear failure
by cyclic or static undrained loading ... however(passive) is ... caused byliquefaction failure
much more than enoughto causeshear failure
when a wall is pushed in the soil significantly more than enoughto resultin shear failure
in excessive building distortion and even collapsecan resultin excessive building distortion and even collapse
in too much building distortion and even collapsemay resultin too much building distortion and even collapse
This movement(passive) is caused byThis movement
to too much creating distortion and even collapsecan leadto too much creating distortion and even collapse
to excessive creating distortion as well as collapsemay leadto excessive creating distortion as well as collapse
to extreme making distortion and even collapsecan leadto extreme making distortion and even collapse
to too much creating distortioncan leadto too much creating distortion
in abnormal making distortion and in some cases collapsemay resultin abnormal making distortion and in some cases collapse
in extreme making distortioncan resultin extreme making distortion
the punching strengthinfluencingthe punching strength
to interface failureleadingto interface failure
to an interface failureleadto an interface failure
to the increase of its in - plane shear strengthmay contributeto the increase of its in - plane shear strength
to interface failure in the longer spanleadingto interface failure in the longer span
to interface failure Figure 9leadingto interface failure Figure 9
to interface failure in the longer span specimensleadingto interface failure in the longer span specimens
to cracks and rear face sheetleadsto cracks and rear face sheet
to cracks and rear face sheet debonding of the foam coreleadsto cracks and rear face sheet debonding of the foam core
in casesoriginatingin cases
to cracks and rear face sheet debonding of the foam core with less visibilityleadsto cracks and rear face sheet debonding of the foam core with less visibility
casing deformationcausingcasing deformation
to catastrophic collapse of structural membersleadingto catastrophic collapse of structural members
to total collapseleadto total collapse
upheaval of pavement materialcausesupheaval of pavement material
upheaval of pavement materialcausesupheaval of pavement material
to deformation of the moldcan leadto deformation of the mold
a premature failure in an actual structure ( FIGURE 3could causea premature failure in an actual structure ( FIGURE 3
the failure loadinfluencedthe failure load
to final failureleadsto final failure
Damage(passive) caused byDamage
Damage(passive) caused byDamage
to reduction in building lateral strengthcan leadto reduction in building lateral strength
to a reduction in building lateral strengthcan leadto a reduction in building lateral strength
rapid movementcausesrapid movement
from reduction of lateral strainresultingfrom reduction of lateral strain
Compressive failure(passive) may be caused byCompressive failure
from reduction of lateral tensionresultingfrom reduction of lateral tension
oftenresultsoften
from reduction of lateral anxietyresultingfrom reduction of lateral anxiety
the debonding failureinfluencesthe debonding failure