Page 227 - Geotechnical Engineering Soil and Foundation Principles and Practice
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Pore Water Pressure, Capillary Water, and Frost Action
                222   Geotechnical Engineering

                                    potential in terms of the height of a column of liquid such as meters or feet of
                                    water. Conversions are:
                                                                2
                                                                             2
                                       1 bar ¼ 100 kPa ¼ 100 kN=m ¼ 14:5lb=in: ¼ 1:02 kg=cm 2
                                           ¼ 750 torr ¼ 750 mm Hg ¼ 29:5in:Hg ¼ 10:2mH 2 O ¼ 33:5ftH 2 O
                                                        2
                                           ¼ 10 dyne=cm ¼ 0:987 atmosphere
                                    Another term, pF, is no longer widely used, and is the logarithm of the height
                                    of capillary water in centimeters. The p is analogous to pH and F signifies free
                                    energy.

                                    Example 11.6
                                    The zone of capillary saturation in a soil under equilibrium conditions extends 1 m above
                                    the water table. What is the indicated matric potential in meters of water?
                                    Answer: 1m.


                                    11.5.4   Movement of Capillary Water

                                    When capillary potential is in balance with gravitational potential, the soil
                                    moisture is in a state of static equilibrium so there is no upward or downward
                                    flow. Ordinarily, the matric potential is more negative in dry soils than in wet
                                    ones. However, this is not necessarily true for soils that are texturally different, as
                                    moisture may flow from a relatively dry sandy soil into a wetter clay if that is
                                    dictated by a potential gradient. In other words, the criterion for unsaturated
                                    moisture flow from one soil region to another is the relative potential of the two
                                    regions, and not their respective moisture contents.

                                    In addition, moisture in a field soil seldom reaches a state of equilibrium because
                                    of the relatively slow rate at which capillary water moves in the soil compared
                                    with changing weather conditions. When a capillary tube is inserted into a vessel
                                    of water, the liquid rises in the tube almost immediately, but in the soil,
                                    considerable time is required for a similar movement to take place. Consequently,
                                    when rain falls on the surface, that portion of the precipitation that soaks into
                                    the soil causes a wave of wetness that migrates slowly downward. Before an
                                    equilibrium distribution of moisture is established, however, evaporation may dry
                                    soil near the surface so that the matric potential is reduced and moisture starts to
                                    move back up. Alternating rains and periods of evaporation, plus the effects of
                                    transpiration and variations in barometric pressure and soil temperature, keep
                                    capillary water in motion.


                                    11.5.5   Moisture Contents Stabilized by an Impervious Cover
                                    By preventing normal evaporation and transpiration, a building or pavement is
                                    conducive to establishing equilibrium with the water table below, and as a result,
                                    capillary moisture tends to accumulate in a pavement subgrade after the pavement

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