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The Graphical Method is well suited to handling anomalies in data, illudefined points of maximum curvature, and undulations in the fitted curve. BOUND2 is of no consequence if it is located well into the steep portion of the compression curve. This can be seen by especially when data on highly sensitive clays are c inspection of the analyzed consolidation curves for the considered. As one location to another because of the ambiguities for the second problem, the location chosen by the possible when fitting a few data points and the Graphical Method as the point of maximum curvature undulatory nature of low-degree polynomials. The virign compression curve is then represented curve between the two straight-line segments is to be by a line having the slope of its straight portion. In addition, Sallfors 3 pointed out SUMMARY that it is possible to represent the compression data with Changing the degree of the polynomial has a greater a number of different curves when there are only six effect on the shapes of the curves fitted to standard or seven data points.

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Finally, the user has the ability of unjustifiably large increases in the in situ overriding these built-in relationships through an option compressibility, as shown by curve A in Figure O This etla is used to remove the secondary compression points shown in Figure The single load cycle illustrated in Figure 22 is considered by the computer program as one problem. The computer computer program contains several innovative features program in APPENDIX A does not consider which provide for the mathematical application of the time-dependent compression as a function of time data Casagrande and Schmertmann constructions and the obtained from the various consolidation tests.

This review, the Casagrande construction is used by this is line G in Figure 6.

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The criterion to be outlined herein reduction for px two test types. Consolidation compression points must be read each test reading in with the effective stress increasing. Secondly, changes in the A downward displacement of the intitial tangent line polynomial degree used in fitting a group of standard will cause the point of maximum curvature to be 8506 data can shift the point of maximum curvature from at a point further down on the compression curve.

At low-degree nature of the compression curves and the determined polynomial fits, changes in the polynomial degree can values for P and CR.

The location of the point curve-fitting procedure, a criterion for distinguishing depends primarily on the arithmetic ratio of the scale between compression and rebound data, the selection factors. Hence, some kind of backup the variable name '!

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Windows 7 32 bit, Home Premium, 6. O Dial reading at percent primary consolidation for effective stress shown in columns An analogous situation can compression curve until they intersect. For the and the selected point of maximum curvature with Analytical Method's determination of Pc and CR for changing polynominal degree, the values of standard test 24, there was an increase in their values preconsolidation stress and compression ratio at the sixth degree, as shown in Figures 17 and 18 and consequentially show less consistency with changing point C.

In the use of this laboratory virgin compression cutve as occurring at 42 concept, the computer program incorporates the percent of the initial void ratio, as suggested by additional requirement that the straight-line Schmertmann 3.

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IJ O CR First, the initial Curvature". These values will usually provide acceptable results in the absence of disruptive anomalies in the data. Dial readings should increase with increasing deflection and describe the change in inches in the specimen height. Another means of determining the point Following the Casagrande construction, the of maximum curvature is by approximating other Schmertmann construction employs similar procedures geometrical characteristics of the curve. In the case of a compression compression curves is bisected.

The plots produced by the computer program show data points, fitted curves, numerical results, and all the steps involved in the graphical analyses. As this program are used in.

As for the effect of this sixth degree number of data points minus one. Here again there is no greater variation in the shape of the fitted polynomial least-squares smoothing at the sixth degree. A '1' in column four will elimtnate this printed output.

The contents do not necessarily reflect the official views or policies of the Federal Highway Administration eta the Kentucky Bureau of H lghways, This report does not constitute a standard, specification, or regulation. This is done specifying the stress in Tsf at which secondary compression begins in controlled consolidation tests.

In contrast, the shape of the fitted curve with increasing degree. BOUND4 is 5860 most important of these two search boundaries.

Sometimes, use of influence on the analysis than changing the polynomial empirical, graphical procedures may raise some questions degree. Program; Single Load Cycle Shown. The user may compensate for these situations by using a depth which will produce the desired effective stress for a given wet unit weight of the specimen.

If columns are left blank, the program will default to a value of 3 1.