The determination of extreme limit of anti-lifting bearing capacity is an important content for pile’s anti-lifting research. When the load of anti-lifting pile does not reach the disrupt load, the forecast of extreme limit of anti-lifting pile’s bearing capacity by function model of extrapolation is significant in both theory and practice, according to the known load-displacement data. The extreme limit of anti-lifting bearing capacity was successfully forecasted out by hyperbola model, exponent model and power function model, using the imitation functions of curves of Grapher 4 and taking project cases as a base. The comparison of the results of three function models shown that the exponent model has higher forecast precision.
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王之军,刘建平,袁加贝.用函数模型外推法预测抗拔桩极限承载力[J].钻探工程,2005,32(9):12-14.WANG Zhi-jun, LIU Jian-ping, YUAN Jia-bei. Forecast of Extreme Limit of Anti-lifting Pile’s Bearing Capacity by Function Model of Extrapolation[J]. Drilling Engineering, 2005,32(9):12-14.