The optimization methods including schemes of the supporting system and the detailed calculation and design of the selected program for deep foundation pit
are studied. Using multi-objective decision making fuzzy set analysis and analytical hierarchy process
the optimized project of the retaining system that is of the multiple attribute and fuzzy property is selected. Through the selection of decision variables
objective function
constraint condition (i.e. strength
size
displacement etc.) and optimization algorithm
the detailed structure of the selected program can be optimized in order to minimize the cost of construction. By the software Matlab 6.5
it is easy to solve this minimized value of nonlinear constraint minimization value. A practical example study shows that there is better effect on both selecting the retaining program and deciding the detailed structure.