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饱和软土地基中桩基设计与沉桩引起的超孔隙水压力大小及其消散有密切关系。
The dissipation of excess pore water pressure has a direct bearing on the design of pile foundation in saturated soft soil.
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强度为2的设计绝大多数是饱和的,其中有少量是超饱和的。
Most of the NOA's of strength 2 are saturated with a small number of them being supersaturated.
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