The invention discloses a lock head construction emulation method considering soft foundation consolidation and concrete
creep. The lock head construction emulation method comprises the steps of: 1, determining thermal parameters of concrete and a soft foundation, a
creep calculation parameter of the concrete, a consolidation parameter of the foundation and an elastoplasticity mechanical parameter of the foundation; 2, establishing a finite element network of a lock head structure; 3, determining time steps of calculation, an initial temperature of the concrete and an equivalent heat
emission coefficient of a concrete heat insulating measure; 4, according to the thermal parameters, a time-history analysis step, an initial condition and an
air temperature, predicting and calculating a temperature field; 5, calculating a pore pressure and ground
stress distribution of the excavated soft foundation; and 6, applying a
temperature load, a foundation initial pore pressure, a ground stress of the foundation and other loads which need to be considered to carry
out stress calculation. The method disclosed by the invention comprehensively considers a
creep feature of the concrete and an elastoplasticity consolidation feature of the soft foundation, and can relatively perfectly predict a stress of the lock head structure in the construction period.