B: VARIABILITY OF ENGINEERING PROPERTIES OF DEPOSITS TO IDENTIFY BOUNDARIES OR PROPERTIES WITHIN THE DEPOSIT.

This section introduces the rudimentary concepts for an understanding of geostatistics. The geostatistics module should be consulted for a more detailed and mathematical presentation of these concepts.

 I. Autocovariance
    A. Figure B1 shows variation of a property, Y, along a line
    B. If the trend, T, is subtracted from the data, the residual, epsilon, remains
    C. Plots of the normalized square of the residuals, sigma squared, against the distance between residuals
        (the lag distance, r) are the autocovariance function. As shown in Figure B2, this function may have varying shapes,
        but in general it declines with distance.
    D. Figure B3 shows an auto correlation function for cone penetration resistance at a particular elevation for
        17 different probes.
                No correlation or spatial structure beyond 75 m
                Autocorrelation of 0.33 = autocorrelation distance

II. Variogram and Kriging
        A. As shown in Figure B8, if one minus the normalized residual squared is plotted vs the lag distance,
                the variogram  is developed.
        B. The variogram and the autocorrelation function are equal to one minus the other.
        C. The variogram is associated more heavily with geostatistics.
        D. As shown in Figure B4, the distance at which the sill is reached, the range,
                is the limit of spatial structure.
        E. The intercept or nugget is the variance at the sample point.

III. Limit of Spatial Structure
        A. As can be seen from Figure B8, either approach can be employed to determine
                the distance out to which properties are correlated in space.
        B. The two distances employed in the limit of corrleation,
                autocorrelation distance and range, are not the same.

IV. Autocorrelation distances (AC) for differing deposits.
        A.Figure B5 shows variation about the mean for different depths of
                  penetration resistance in the North Sea. The horizontal autocorrelation function
                  for depth 9m is shown at the bottom. It would have the least AC of any layer
        B. Table B1 lists AC's for various deposits
        C. As expected, there is much less correlation in the vertical direction in soil than in the
                horizontal direction.
        D. The references should be consulted to determine their geological origin for
                clues as to the process of deposition.
        E. As will be shown later, gelogic processes control correlation.
                For instance, one would expect
                smaller horizontal AC distances for braided stream sands than for flood plain silts

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