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An experimental model test study is carried out to investigate damage pattern and progression on a rock armoured breakwater roundhead subjected to multidirectional waves.
As a consequence a physical model test study was initiated at Aalborg University to clarify wave run-up on cylindrical piles for different values of diameter to water depth ratios (D/h) and different wave heights to water depth ratios (H/h) for both regular and irregular waves.
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Thus, the accurate estimation of the wave crest distributions from measurements at various locations near and under the offshore structure during model test studies is essential.
Plasma: EDTA plasma was collected from 100 subjects in the model testing study, controls n = 50 and cases n = 50 (Table 2).
Kim et al. [10] developed a reduced-scale model test to study the effect of shield tunnel construction on the structural liners of existing nearby tunnels.
This paper presents two geomechanical model tests to study the stabilities of a foundation before and after reinforcement.
Cheng et al. (2002) performed aeroelastic model tests to study the across wind response and aerodynamic damping of isolated square-shaped high-rise buildings.
He et al. [16] combined the PFC method with model testing to study the effect of shield tunnel construction on adjacent pile foundation.
Open image in new window Fig. 5 Plan of study model, test model and isolation device.
A laboratory model test was employed to study the bearing capacity, stress distribution, and failure mode of the composite foundation.
The model test allows us to study in detail the effects occurring in a region close to the main notch.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com