The invention provides a method and
system for estimating the vertical
bearing capacity of a steel
pipe pile, and relates to the technical field of
pile foundation engineering.The method comprises the steps that a static
cone penetration test is conducted on a
seabed stratum needing to be arranged for a steel
pipe pile foundation, experimental data are obtained and subjected to normalization
processing, soil behavior types are divided, and soil layer mechanical parameters are inverted; calculating side friction resistance and end resistance of the steel
pipe pile based on the soil layer mechanical parameters to obtain initial static ultimate
bearing capacity; historical equivalent cyclic load experimental data of
waves in the construction sea area are obtained, an equivalent cyclic load reduction coefficient, a
liquefaction reduction coefficient and a time-varying
corrosion reduction coefficient are constructed, and a comprehensive time-varying reduction coefficient is constructed; the initial static ultimate
bearing capacity is corrected based on the comprehensive time-varying reduction coefficient, the vertical bearing capacity of the steel pipe pile in the long-term service period is predicted, and the time-varying ultimate bearing capacity is obtained; setting an evaluation threshold according to the time-varying ultimate bearing capacity, dynamically adjusting a bearing capacity grading threshold interval, and outputting a bearing capacity grading
evaluation result.