incorporated foundation
1.Finite element analysis incorporated with a highly nonlinear 3-D anisotropic elastic viscoplastic (EVP) model is performed for a deep cement mixing (DCM) column improved marine clay foundation.
2.4. The forward model for dam foundation ageing is established by using mass action, mole balance and charge balance equations; By the incorporated using of Newton—Raphson and Barrodale—Roberts algorithms, numericalsolution to the model is performed; Applying the model to the temperature dependency analyses of grout curtain ageing and status analyses of Three Gorges Dam foundation ageing, practicability and reliability of it are certified.
