It is concluded that the average degree of radial consolidation for a given soil layer increases with its buried depth since the geostatic pressure increases with the lattar.
明,因自重应力随深度增加,土层径向排水平均固
度随其埋深而增大。
It is concluded that the average degree of radial consolidation for a given soil layer increases with its buried depth since the geostatic pressure increases with the lattar.
明,因自重应力随深度增加,土层径向排水平均固
度随其埋深而增大。
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