Soil Liquefaction Essay

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Soil liquefaction describes a phenomenon whereby a soil substantially loses strength and stiffness in response to an applied stress, usually earthquake shaking or other rapid loading (force), causing it to behave like a liquid. The phenomenon is most often observed in loose sandy soils. This is because loose sand has a tendency to compress when a load is applied, dense sands by contrast tend to expand in volume or 'dilate'. If the soil is saturated by water, as exists when the soil is below the ground water table or sea level, then water fills the gaps between soil grains ('pore spaces'). In response to the soil compressing, this water increases in pressure and attempts to flow out from the soil. However, if the loading is rapidly applied and repetitive (e.g. earthquake shaking, storm wave loading) the water does not flow out in time before the next cycle of load is applied. Therefore each cycle of loading continues to build the water pressure in the soil. Eventually this water pressure may become greater than the stresses acting between the soil grains that keep them in contact with each other. This causes the soil to lose all of its strength and is observed to flow like a liquid (hence 'liquefaction'). The pressures generated during large earthquakes with many cycles of shaking can cause the liquefied sand and excess water to force its way to the ground surface from several meters below the ground. This is often observed as "sand boils" or "sand volcanoes" (as they appear to form small volcanic craters) at the ground surface. The effects of soil liquefaction on the built environment can be extremely damaging. Buildings may settle unevenly causing structural damage, including cracking of foundations and damaging the building structure itself. Bridges and buildings constructed on pile foundations may lose support from the adjacent soil and buckle. Sloping ground
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