The dissipation of excess pore water pressure has a direct bearing on the design of pile foundation in saturated soft soil.
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 soft soil is featured by big viscosity, bad water permeability, big water content, low bearing capacity, big settlement and complex soil layers.
软土地基的土质具有粘性大，透水性差，含水量大，承载力低，沉降量大，土层结构复杂等特点。
In Shenzhen area, there is much Marine soft soil which is of low bearing, high compression and high natural water content.
深圳地区多为滨海相软土，这些软土表现为承载力低，压缩性高，含水量高。
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