Page 77 - Geotechnical Engineering Soil and Foundation Principles and Practice
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Soils That Are Sediments
                72   Geotechnical Engineering

                                    have been found in glacial deposits, and back-tracking has led to the discovery of
                                    valuable diamond-bearing kimberlite rocks in the Northwest Territories.


                                    4.4.10   Glacial Outwash

                                    Glacially derived water deposits that are carried beyond the limits of glacial
                                    advances are called outwash. These are mainly sand and gravel and are important
                                    sources of aggregate for use on roads and in concrete.

                                    4.4.11   Glacial Till

                                    The most abundant glacial deposit is glacial till, which is deposited by slow
                                    melting of ice such that there is little sorting by running water. Till deposited by
                                    modern glaciers is a mud that readily flows under its own weight, and gradually
                                    settles into a solid mass as the the soil loses water and consolidates.

                                    Subglacial till has been been run over and compressed into a hard mass by
                                    the weight of the glacier. In engineering terms such a soil is said to be
                                    overconsolidated, meaning that it has been consolidated under a pressure that is
                                    in excess of that which exists today. The pressure involved in overconsolidation
                                    is called the overconsolidation pressure, also called the preconsolidation pressure.
                                    This is an important measure in foundation engineering because it represents
                                    a pressure that can be replaced without causing appreciable settlement. It is
                                    surcharge imposed by the weight of a glacier.


                                    4.4.12   Overconsolidation Pressure and Ice Thickness
                                    The overconsolidation pressure determined from laboratory tests may not
                                    represent the maximum pressure imposed by the weight of glacial ice because of
                                    restricted drainage as water is trapped between soil on the bottom and ice on the
                                    top. This is another evidence for the existence of positive pore-water pressure that
                                    aided glacial movement. The overconsolidation pressure determined from
                                    laboratory testing may better reflect the maximum ice thickness where the glacier
                                    has overridden a porous rock such as limestone.


                                    4.4.13   Retreat of an Ice Front
                                    Retreat of a glacier does not mean that the glacier backed up, but signifies retreat
                                    of a glacial margin when the rate of melting exceeds the rate of ice advance.
                                    During the transition from advance to retreat, the rate of advance temporarily
                                    equals the rate of retreat, so the ice front is stationary even though the ice still is
                                    moving. This causes a large pile-up of sediment called a terminal moraine. Periodic
                                    surges during the final retreat result in hills called recessional moraines that have a
                                    similar origin.


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