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基于Ｂｕｒｇｅｒｓ模型，提出了一个四元件非线性流变模型（ＦＥＮＲ）．其蠕变解表明，它可表征沥青砼蠕变直至破坏的全过程，且与实测值较吻合．特别地，该模型提供了沥青砼蠕变破坏判据σｍａｘ．采用Ｈｉｌｓ和Ｂｒｉｅｎ的假定，并对温度应力进行离散化处理，利用该模型推导了路面缩裂温度预估方程，编写了求解程序，可预估任意单调降温条件下的路面缩裂温度．初步解决了破裂温度预估法存在的问题，可供实用
Based on the Burgers model, a four-element nonlinear rheological model (FENR) is proposed. Its creep solution shows that it can characterize the creep of asphalt concrete until the whole process of destruction, and with the measured values are more consistent. In particular, the model provides the creep failure criterion σmax for asphalt concrete. The assumption of Hils and Brien is adopted, and the temperature stress is discretized. Based on this model, the prediction equation of pavement shrinkage temperature is deduced. The solving program is programmed to predict the pavement cracking temperature under arbitrary monotonous temperature drop. Preliminary solution to the rupture temperature prediction method of existing problems, available for practical