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A thruster cavitation model test was additionally performed to check the safety of the thrusters.
A physical model test was also performed in the laboratory on a reinforced retaining wall.
Besides, a 1 10 scaled model test was also carried out.
A laboratory model test was employed to study the bearing capacity, stress distribution, and failure mode of the composite foundation.
To check the reliability of the numerical results, a simple model test was conducted and approximate agreement was obtained.
A block model test was carried out to formulate a method to estimate the incremental deformation due to the opening of cracks.
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The procedure of the model test is as follows: a.
In this study, a model test is conducted to measure soil deformation.
Field tests results and a centrifuge model test are used to validate the numerical model.
The c value of the ARIMA model during the process of model test is 0.34, 0.29 and 0.16, respectively.
The two-ratio model test is also used for these comparisons.
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