Research Article

A Mixed Prediction Model of Ground Subsidence for Civil Infrastructures on Soft Ground

Table 1

Soil constants using first model.

Compression index: 𝐶 𝑐 Normal distribution
Initial void ratio 𝑒 0 Normal distribution
Consolidation yielding stress: 𝑃 𝑐 Normal distribution
Consolidation coefficient: 𝑐 𝑣 Log-normal distribution