Research Article

3-Dimensional Stochastic Seepage Analysis of a Yangtze River Embankment

Table 2

Material control parameters of seepage cutoff wall.

Cutoff wall materialConstruction processThickness of wall/mmPermeability/(cm⋅s−1)Uniaxial compression strength/MPaPermission seepage gradient

Clay-cementDeep agitation200~300<5 × 10−7>1.060
Plastic concreteGrooving250<5 × 10−7>2.060
Cement pasteHigh pressure injection200<1 × 10−6>1.060