Abstract:
Mathematical model of consolidation of saline soil in nonisothermal conditions has been improved. Kinematic boundary condition for moving the top of the array of saline soils including chemical erosion has been used. The numerical solution of corresponding one-dimensional boundary value problems has been found by radial basis functions method. The influence of chemical erosion on the excess heads in array of saline soil in nonisothermal conditions was explored.
Keywords:consolidation, chemical erosion, nonisothermal conditions, meshless method of radial basis functions.