求翻译：双曲线法预测桩的极限承载力，假定沉降s→∞时所对应的荷载为极限承载力的。然而在工程中，即使是加载至破坏，也不可能出现s→∞，这就使得由双曲线法预测所得的极限承载力大于实际值，工程偏于不安全。针对这个问题，有人建议对预测值乘以一个折减系数后所得的值作为极限承载力，但到底折减系数的取值成了问题的焦点。然而即使以沉降S= 40mm~60mm代入公式，所得的极限承载力也大于实际工程中的实际极限承载力[6]。是什么意思？

Hyperbolic to predict the ultimate bearing capacity of pile, assuming the settlement s → ∞ when the corresponding load for the ultimate bearing capacity. However, in engineering, even loaded to destruction, was not in the s → ∞, which makes the prediction obtained by the hyperbolic law is greater th

hyperbola law limits of endurance piles Forecast assumes that settlement s → ∞, corresponding to the time limit for loading of endurance. However in the works, even if it is loaded, it is not possible to destroy a s → ∞, and this makes the forecast by the hyperbola endurance limits derived from grea

Hyperbolic long-base method forecast pile limit supporting capacity, hypothesis subsidence s→∞ when corresponds load for limit supporting capacity.However in project, even if is the load to the destruction, also not impossible to appear s→∞, this causes by the hyperbolic long-base method to forecast

Forecasting ultimate bearing capacity of pile by Hyperbola method, assuming that deposition s → ∞ when the corresponding load of ultimate bearing capacity of. However in the project, even if the load is to destroy, they cannot appear s → ∞, which makes double curve method to estimate ultimate bearin

Forecasting ultimate bearing capacity of pile by Hyperbola method, assuming that deposition s → ∞ when the corresponding load of ultimate bearing capacity of. However in the project, even if the load is to destroy, they cannot appear s → ∞, which makes double curve method to estimate ultimate bearin