Page 179 - Geotechnical Engineering Soil and Foundation Principles and Practice
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Soil Fabric and Structure
                174   Geotechnical Engineering

                 Table 8.1          Sensitivity              Descriptive term
                 The Rosenqvist    52                        Insensitive
                 terms for sensitivity  2–4                  Moderately sensitive
                                    4–8                      Sensitive
                                    8–16                     Very sensitive
                                    16–32                    Slightly quick
                                    32–64                    Medium quick
                                   464                       Quick


                                    Sensitivity also can be quickly measured in the field with the vane shear test.
                                    In this test, two vertical blades arranged to make an X are pushed into soil and
                                    twisted. The torque to cause failure is measured, and twisting continued to obtain
                                    a residual shear strength and strength ratio.

                                    The sensitivity of clays typically ranges from about 2 to 4, and emphasizes
                                    the importance of avoiding unnecessary disturbance. Terms used to describe
                                    sensitivity are shown in Table 8.1.

                                    8.4.3   Chemically Dispersed Clays

                                    Clays are routinely dispersed in the laboratory as part of the procedure for
                                    particle size analysis, discussed in the preceding chapter. In this case the clay
                                    particles are separated as in Fig. 8.4(d) and the electrical charge is modified so
                                    that the particles repel instead of attracting one another. The details of this action
                                    are described in Chapter 10.

                                    Dispersed clays can remain dispersed in a laboratory flask for months or years
                                    without settling out, but opposing forces of gravity and Brownian motion
                                    eventually cause the suspension to develop a density gradient. There normally
                                    is no discrete X-ray diffraction spacing because the clay particles are randomly
                                    separated and too thin.

                                    Naturally dispersed clay can occur in alkaline playa lakes where the clay mineral is
                                    sodium-saturated smectite. This is the most expansive of naturally occurring
                                    expansive clays. Drying draws particles together and results in shrinkage cracks,
                                    and wetting re-expands the clay.

                                    8.4.4   Quick Clays

                                    A particularly troubling but fortunately unusual clay is called quick clay. Unlike
                                    quicksand, which is a condition brought on by rising seepage water, quick clay is a
                                    clay that is exceptionally sensitive and turns to liquid if disturbed.


                                    Quick clay is clay that has been deposited and flocculated in salt water, usually in
                                    estuaries, and then leached of excess salt so that the flocculated structure becomes

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