We can obtain the displacement vector x with its variance-covariance matrix Σx after the net-adjustment of two surveys that are carried out for different epochs t' and t". These are given byx=X'-X" Σx=Σ'x+v"x, where X' and X" are co-ordinate vectors of the new and old positions of the triangulation stations, and and"x are variance-covariance matrixes of X' and X". The strain is calculated by the displacement vectors at the respective three triangulation stations. The strain vector u is expressed byu=A x, xt=(x1x2x3y1y2y3), where A is a coefficient matrix. The variance-covariance matrix of Σu is given by Σu=AΣxAt. Summary of the estimated strain error calculated from the second order triangulation survey is as follows;(1) Errors of dilatation and principal strain are in order of ±20×10
-6 -or more, (2) Error of maximum shear strain is as large as ±20×10
-6, (3) Error of principal axis is as large as ±20°. When the maximum shear strain is smaller than 20×10
-6, the direction of the axis is unstable
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