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The in-situ tests on lateral monotonic loading are performed for offshore large diameter pipe piles which diameter is 2 m based on Xiangshui offshore wind farm. Monopile model is established by ANSYS, comparative analysis between the test results and API curve, [m] method and [m] correction method of code for pile foundation of harbor engineering are carried out basing the soil parameters from designer. It is shown that the results of API [p-y] curve method is conservative, the results of m method and [m] correction method are non conservative, but the results of m correction method is agreed with the tests. More tests data and computational analysis are needed for the comparative study of the above methods needs © 2019, Editorial Board of Acta Energiae Solaris Sinica. All right reserved.
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