软土高填方路基施工过程中，土内自由水难以及时排出，产生超静水压力。
In the course of construction, the free pore water in the weak soil of highway foundation is seldom discharged immediately, and the excess pore water pressure comes into being.
将1965～1978年间的超静水压力和变形计算值同实测值作了比较，结果令人满意。
The comparisons from 1965-1978 between the computed and actually measured data on hydrostatic excess pressures and deformations are good.
对太沙基单向固结微分方程进行拉氏积分变换求解。得到超静水压力u、固结度U、平均固结度U结论式。
A conclusive formula about the excess hydrostatic pressure u, consolidating degree U and average consolidating degree U is obtained.
从增压作用和减压作用相互关系的角度，探讨了超压释放的定义——超压趋向于静水压力降低的作用。
On the basis of the relationships between pressuring and depressuring, overpressure relief was defined as the processes of decreasing the overpressures to hydrostatic pressures.
从增压作用和减压作用相互关系的角度，探讨了超压释放的定义——超压趋向于静水压力降低的作用。
On the basis of the relationships between pressuring and depressuring, overpressure relief was defined as the processes of decreasing the overpressures to hydrostatic pressures.
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