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A geosynthetic reinforcement layer over the geomembrane liner is shown to reduce the maximum geomembrane liner strains, but the strain level of the geosynthetic reinforcement itself may become an engineering concern on steeper slopes (i.e., greater than 3H 1V) for cases and conditions examined in this paper.
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The global mode in the liner region is shown to be mainly composed of a hydrodynamic unstable wave and a left-running acoustic mode.
It is shown that liner stiffness effects can result in lower-than-expected stress ranges at inboard plate flanges in the mill shell.
It is shown that the liner separates from the concrete wall near the bend line when the containment expands.
It is shown with the liner prototype that the duct modes can be attenuated over a bandwidth of two octaves around the resonance frequency of the loudspeakers.
It is shown that the liner thickness needs to be considered to correct the predicted damping trend so that the estimated acoustic power absorption agrees well with the measured one over the interested frequency range.
It is shown that an acoustic liner can produce self-noise in the presence of a grazing flow and that a feedback acoustic resonance mechanism is responsible for the generation of this liner self-noise.
It is shown that the local plastic deformations occur in the liner elements after the first heating and electromagnetic loading.
Meanwhile, Andrea is shown standing alone on the deck of a departing ocean liner.
The Curved Duct Test Rig is shown to be a valuable tool for the evaluation of acoustic liner concepts.
Specific prosthesis-design modifications such as a reduced head-to-neck diameter ratio and elevated acetabular liners have been shown to reduce the post-operative hip-dislocation rate [ 4].
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