Page 149 - Geotechnical Engineering Soil and Foundation Principles and Practice
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Particle Size and Gradation
                144   Geotechnical Engineering

                 Figure 7.1
                 Plotting
                 particle sizes to a
                 linear scale
                 emphasizes the
                 wrong end of the
                 size scale—the
                 gravel and not the
                 clay.








                 Figure 7.2
                 Semilogarithmic
                 graph of the same
                 particle size data
                 for the glacial till
                 soil and for
                 several other
                 soils.










                                    7.2.2   Particle Size Accumulation Curves

                                    The graphs in Figs. 7.1 and 7.2 show particle size data as ‘‘percent finer’’ than
                                    each size on a dry-weight basis. This is a particle size accumulation curve.

                                    Figure 7.3 shows the relationship between an accumulation curve and a bar graph
                                    or histogram representation of the same data. The data are obtained by passing
                                    soil through a succession of progressively finer sieves and weighing the amount
                                    retained on each sieve. The bar heights in the upper graph show each of these
                                    amounts. Mathematically the upper graph is the differential or slope of the lower
                                    graph, which is the particle size distribution curve. Conversely, the lower graph
                                    represents the integral of the upper graph.

                                    The median or average grain size can be read directly from a particle size
                                    accumulation curve, as shown by the arrows in Fig. 7.3. The median grain size is
                                    defined on the basis that 50 percent of a soil by weight is finer, and 50 percent is

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