Abstract
Based on the structured unified hardening model (structured UH model), introducing rotational hardening, a structured UH model considering induced anisotropy is presented. Applying the transformed method, the presented model is extended in three-dimensional stress space. Comparing the test data with the model simulations, the structured UH model considering induced anisotropy is qualified to smoothly and continuously describe the behaviors of natural soils in cyclic loading.
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Schedule a callMore From: IOP Conference Series: Earth and Environmental Science
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