Abstract:

The geodetic networks for construction project deformation monitoring are required with high accuracy, and short time for establishment. Therefore, it is necessary to apply optimizing solutions to design the most suitable network. The process of designing the networks based on optimization is a process of complicated repetition, in which a large number of solutions are considered. Therefore, the most appropriate approach is using recurrent algorithmbecause this will enable the quick determination of the inverved weight matrix of the unknows without determination of the normal matrix. Based on this theorical approach, the author has established the process of appropriate data processing in optimization design according to the accuracy. The correctness of the algorithm is tested through an experiment network.