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摘要
This contribution describes standard survey procedure and separate deformation analyses of deformation network measuredby GPS technology. Structure of values put into GPS vectors adjustment based on the Gauss- Markov model through least squaresmethod and estimation of parameters of net structures are described. The weights of individual measurement are estimate using Minquemethods. Statistic verification of stability ratios of relative points is performed by the congruent test of deformation networks.
