基于分级加荷沉降预测理论，建立了超载卸荷时间快速预报方法。
By means of the theory of settlement prediction for stage constructed embankment on soft ground, the procedure to forecast the surcharge removal time was established.
其加卸荷过程以及负荷保持时间全部系自动控制。
The loading process and the duration of loading are controlled automatically.
任一时间的卸荷变形模量仍可表示为切线模量，并可通过试验成果推导得出；
The unloading deformation modulus can be expressed as the tangent modulus at any time; and it can be obtained through the test results.
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