At last, combining the experiment indoors, an applied method of calculating creep settlement after construction for high-stacked embankment has been put forward.
最后结合室内试验成果给出了计算黄土高路堤工后蠕变沉降的实用计算方法。
To analyze its regulations during construction, settlement monitoring hybrid model is presented based on genetic creep idea.
模型针对施工期填筑的特点，考虑了填筑进程及材料蠕变特性对沉降的影响。
The creep curves were obtained by using regression and iteration analysis method, which make it possible to calculate the settlement after construction of high fill with viscoelastic parameters.
运用回归搜索迭代方法所得的蠕变规律为考虑材料粘弹性的高填方工后沉降计算提供了各项参数。
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