Lecture 6 covers topic on the Fredericton Approach to GDA. The FA is implemented to fulfill the task of analysing the pillar stability. We proceed to this step once the LSA is completed and hence we are at our disposal two important information - the coordinates of all the points in survey network and their corresponding variance-covariance matrix. These two information will constitute as the important input data in the computation of pillar stability analysis by FA.
Two students absent from this lecture.
L6a - the possibility of having biased deformation
L6b - results of two separate epoch adjustments
L6c - the Fredericton Approach
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