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力学与实践 2009
MODEL EXPERIMENT AND NUMERICAL SIMULATION OF HIGH-PILED WHARF AND UNEVEN SETTLEMENT
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Abstract:
A high-piled wharf in use for more five years are studied with model experiment to obtain the uneven settlement of large-diameter concrete pipes. First, physical parameters for the model (PVC piles) are chosen through dimensional analysis, and then, the uneven settlement of the large-diameter concrete pipe is obtained by electrical measurement technology. At the same time, a numerical simulation is carried out to validate the model experiment results. It is shown that it is feasible to analyze the uneven settlement of the large-diameter concrete pipe with a numerical simulation.