The phrase "a passive pressure" is correct and usable in written English.
It can be used in contexts discussing forces, influences, or dynamics that are not actively exerted but still have an effect.
Example: "In the study of fluid dynamics, a passive pressure can influence the flow of liquid through a system without any external force applied."
Alternatives: "a latent pressure" or "a subtle pressure".
When the mass injection is introduced, a passive pressure response is observed at the leading edge, producing local vorticity and vortex shedding.
Confinement pressure is a passive pressure activated by lateral expansion of concrete under axial compression.
The bladder technique, originally described by Kron and coworkers [ 14], assumes that the bladder behaves like a passive pressure membrane transducer when it is infused with a small amount of saline [ 14].
This investigation is concerned with the design and modelling of a passive wireless pressure sensor to detect blood pressure inside an abdominal aortic aneurysm sac after endovascular repair of the aneurysm.
This technical note presents an analytical expression for the total passive pressure on a retaining wall from the c ϕ soil backfill subjected to both horizontal and vertical seismic inertial forces.
When there is no relative displacement of the walls, the backfill isaid to be at rest (neutral), and K is equal to the at-rest earth pressure (K 0) given by Jaky [5]: When considering an active earth pressure coefficient (K a), When considering a passive earth pressure coefficient (K p), Equation 2, developed by Marston [7], was used by Li et al. [10].
In this study seismic passive pressure on an inclined rigid retaining wall supporting horizontal cohesionless backfill is estimated considering arching effect.
(5) 3. When considering a passive earth pressure coefficient (K p), K = K_{P} = frac{{1 + sin upphi^{{1 - sin upphi^.
The data analysis showed that as the temperature increases, the displacements at the end of the approach slab and the rotations at the abutment increase with negative magnitudes, resulting in an overall expansion of the bridge during the passive pressure cycles.
The displacement rings were configured such that negative displacement magnitudes correspond to an increase in the abutment temperatures and an overall expansion of the bridge superstructure during the passive pressure cycle.
The point of application of seismic passive pressure shifts gradually downward for higher seismic forces.
