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For a tarmat of certain influential properties more pressure differential is required to observe geomechanical failure in the case of non-uniform loading.
For a tarmat with a certain thickness, lateral dimensions, Young's modulus of elasticity, Poisson's ratio and yield strength, more pressure differential is required to observe failure in the case of non-uniform loading.
It is observed that in smaller drainage areas, more pressure differential is required to fail tarmat, tarmat having higher yield strength, requires more pressure differential until failure and tarmat with smaller Poisson's ratios, requires more pressure differential until the failure point.
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Common to both bulk and pulsatile explanations of hydrocephalus, pressure differentials are required to drive CSF flow.
As lateral dimensions of tarmat increase, pressure differential that is required to fail the tarmat decreases.
As yield strength of tarmat increases, pressure differential that is required to fail the tarmat increases.
Therefore, a careful differential diagnosis is required for rapid identification and treatment of the disease.
As Poisson's ratio of tarmat increases, pressure differential that is required to fail the tarmat decreases.
Only one single differential equation is required to describe the mass balance of the whole reactor system along the reaction route.
As thickness of tarmat increases, total deformation that occurs until the failure point decreases, and pressure differential that is required to fail the tarmat increases.
We introduce the Mimetic Methods Toolkit (MTK), an object-oriented Application Programming Interface, implementing Mimetic Finite Differences to assist in the development of scientific applications where the numerical solution of Partial Differential Equations is required.
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