Multi objective optimization of asphalt concrete panel in reservoir bottom excavation and filling area based on RSM-CA-MOEA

Document 1 illustrates the nonlinear interaction between the settlement deformation gradient of asphalt concrete panel, the thickened area width, and the thickened area thickness.
Document 2 illustrates the nonlinear interaction between the settlement deformation gradient of asphalt concrete panel, the excavation slope ratio, and the thickened area width.
Document 3 illustrates the nonlinear interaction between the settlement deformation gradient of asphalt concrete panel, the compaction density, and the thickened area width.
Document 4 illustrates the nonlinear interaction between the settlement deformation gradient of asphalt concrete panel, the excavation slope ratio, and the thickened area thickness.
Document 5 illustrates the nonlinear interaction between the settlement deformation gradient of asphalt concrete panel, the compaction density, and the thickened area thickness.
Document 6 illustrates the nonlinear interaction between the settlement deformation gradient of asphalt concrete panel, the excavation slope ratio, and the compaction density.
Document 7 presents the Pareto front solution set for a multi-objective optimization problem, quantitatively illustrating the trade-off relationship between the two objective functions: tensile strain of asphalt concrete panels and volume of thickened areas.
Document 8 illustrates the settlement deformation distribution of the asphalt concrete panel before and after optimization along the excavation and filling junction line.
Document 9 illustrates the settlement deformation distribution of the asphalt concrete panel before and after optimization along the section M-M.
Document 10 illustrates the settlement deformation distribution of the asphalt concrete panel before and after optimization along the section N-N.
Document 11 illustrates the tensile strain distribution of the asphalt concrete panel before and after optimization along the excavation and filling junction line.
Document 12 illustrates the tensile strain distribution of the asphalt concrete panel before and after optimization along the section M-M.
Document 13 illustrates the tensile strain distribution of the asphalt concrete panel before and after optimization along the section N-N.