Page 228 - Geotechnical Engineering Soil and Foundation Principles and Practice
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Pore Water Pressure, Capillary Water, and Frost Action
                                                             Pore Water Pressure, Capillary Water, and Frost Action  223

                  is laid. Measurements indicate that such accumulation occurs slowly and that 3 to
                  5 years may elapse before the maximum accumulation is reached. The pavement
                  or building also serves as an insulator that reduces the range and rate of change
                  of temperature in the underlying soil. Even subgrades under pavements in arid
                  regions have been known to become very wet, and the soil may lose a substan-
                  tial part of its bearing capacity by accumulation of capillary moisture from a
                  water table below. These factors point to the relevance of capillary characteristics
                  of soils under buildings and pavements.


                  11.5.6   Capillary Siphoning
                  A siphon normally is thought of as a tube filled with fluid and connecting a higher
                  with a lower fluid level so that the weight of the fluid in the lower part of the
                  siphon causes it to flow out and draw more fluid in at the top. If a host of tiny
                  capillaries is substituted for the tube, they also can act as a siphon, but the action
                  is relatively slow.

                  Capillary siphoning can cause an unexpected lowering of the water level behind an
                  earth dam if there is a continuous soil layer running over the top of the impervious
                  core. The core material therefore is carried to the ground surface even though it is
                  substantially higher than the highest water level behind the dam.

                  11.5.7   Effect of Temperature

                  The surface tension of water is inversely related to temperature, so cooling
                  increases the attraction of soil for capillary water. Thus, cooling during fall and
                  winter tends to draw more moisture into soil subgrades under pavements, whereas
                  summer heating reduces the soil affinity for water. Emergency water supplies in
                  deserts may be collected by excavating a shallow hole and covering it with a
                  plastic film so that water moving upward toward the cooler night temperatures
                  condenses on the underside of the film. The film is depressed by a weight in the
                  middle to make a drip point into a cup placed in the hole.


                  11.5.8   Ground Freezing
                  A sudden and drastic influence from temperature occurs when water freezes,
                  as the surface tension (surface energy) of ice is very high and the vapor pres-
                  sure very low. Freezing temperatures therefore attract both capillary water and
                  water vapor that migrate to a freezing zone to form ice crystals and lenses.
                  These generally are oriented horizontally and lift the overlying soil due to
                  frost heave. Water is replenished by upward movement of water from the
                  groundwater table.

                  The amount of frost heave also depends on the capillary conductivity and
                  matric potential of the soil, which in turn relate to its gradation. This relationship
                  is discussed in the next chapter, which is on the engineering classification

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