Page 203 - Geotechnical Engineering Soil and Foundation Principles and Practice
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Soil Water
                198   Geotechnical Engineering

                                    Permanent saturation tends to cause gray or even a bluish or green soil color
                                    indicative of reducing conditions. During periods when the groundwater table is
                                    low, infiltrating water carries oxygen into the gray soil so that the soil becomes
                                    mottled with brown colors. Water infiltrating through root channels draws
                                    soluble iron compounds toward the channels where the iron oxidizes and becomes
                                    concentrated as rust minerals. This also occurs where root channels penetrate
                                    a zone of capillary saturation. Soil color therefore is an important indicator
                                    of former levels of a groundwater table that may be experienced again in the
                                    future.

                                    For example, landslides usually stop during a dry season and give a false sense of
                                    security when all that is needed for them to start again is more rain. The design of
                                    corrective measures should be based on the highest anticipated level of the
                                    groundwater table, which can be indicated by the soil color.



                10.3 CLASSIFICATION OF SOIL WATER


                                    Gravitational water, or free water, is water that flows in response to gravity. It is
                                    this water that flows into wells or drains.

                                    Capillary water is held by surface tension forces in small pores or capillaries. One
                                    characteristic of capillary water is negative pore pressure relative to atmospheric
                                    pressure. Negative pore pressure equals suction, since it in effect sucks water up
                                    above the phreatic surface.

                                    All capillary water, including that which occurs in the zone of capillary saturation,
                                    is said to be in the capillary fringe. The upper limit of the capillary fringe is
                                    indistinct and may be at the ground surface. It is emphasized that the water itself
                                    is not different; only the dominant forces retaining the water are different.

                                    Hygroscopic water or adsorbed water is that which is held by adsorptive forces on
                                    mineral surfaces. Careful measurements indicate that sliding friction between
                                    mineral grains involves adsorbed water. This is reasonable because of the array of
                                    positive and negative forces exposed at the surface of an ionic crystal. Oxygen ions
                                    dominate mineral surface areas, which therefore tend to carry a negative charge.
                                    In clay minerals the negative charge is greatly increased by ionic substitutions
                                    within the crystal structure.

                                    Hygroscopic water may be defined as water that is retained after air-drying and
                                    lost upon oven-drying at 1058C. The amount of hygroscopic water therefore
                                    varies depending on temperature and relative humidity.

                                    Adsorbed water can be removed by heating or by a high vacuum. After
                                    evacuation incremental amounts of water are allowed back into the system,

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