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The 'Two-Dimensional Nonlinear Sequential Integration Method for Liquefaction Analysis' is a numerical analysis technique that allows for the reproduction of site conditions by creating an analysis model and setting parameters. This technique is used to predict the behavior of slopes that are likely to liquefy and collapse under Level 2 seismic motion, with the aim of considering appropriate countermeasure methods. [Technical Details] - Reproduces site conditions by creating an analysis model and setting parameters - Reproduces the stress spectrum and input seismic waveforms of the input seismic motion based on assumed seismic motion - Visually reproduces the response of the foundation and the analysis target - Visually reproduces areas of reduced safety factor due to liquefaction and sliding blocks *For more details, please download the PDF or feel free to contact us.
