How to simulate anchor piles in buried pipelines
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As the title suggests, is it to perform simulation after the soil model has been established and various constraints have been added to the input parameters? In some articles, it is said that the anchorage piers are used as elastic constraints as input; I’m not quite sure what that means
The anchorage piers are also set by adding a buried model, using ANC as well, by adjusting the stiffness values. By default, 10 to the 12th power is considered too large; try 10 to the 7th power