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The secondary settlement, SS represents time-dependent settlement, or creep, that occurs under a constant effective stress. ... traditionally, engineers adopt the definition of creep occurring after consolidation settlement.
15 One-Dimensional Laboratory Consolidation Test. The main purpose of consolidation test is to obtain soil properties which are used in predicting the rate and amount of consolidation settlement of structures founded on clay.
15 One-Dimensional Laboratory Consolidation Test. The main purpose of consolidation test is to obtain soil properties which are used in predicting the rate and amount of consolidation settlement of structures founded on clay.
Consolidation test consists of applying the pressure on a thin soil specimen in increments and keeping each pressure increment for sufficient time until the consolidation of the soil specimen and measurement of the vertical deformation of the soil specimen due to expulsion of pore water.
Carried out on saturated soil specimens, this test can be used to determine consolidation and swelling parameters. The standard oedometer test is one of the most commonly used tests in geotechnical laboratory testing program.
To distinguish between the two mechanisms, “primary consolidation” refers to consolidation due to dissipation of excess water pressure, while “secondary consolidation” refers to the creep process. ... Geotechnical engineers use oedometers to quantify the effects of consolidation.
ELASTIC SETTLEMENT OF FOOTINGS In cases where a loaded area such as a footing for a building, is located on a soil deposit, which may be idealized as an elastic solid, the settlement caused by the load may be calculated by means of the elastic displacement equation.
Primary Consolidation. It is defined as the process in which the soil volume decreases. ... Here, e 0 is the initial void ratio, c is the consolidation settlement, are the final and initial vertical stress and H is the compressible soil height.
Settlement in a structure refers to the distortion or disruption of parts of a building due to. Unequal compression of its foundations; shrinkage, such as that which occurs in timber-framed buildings as the frame adjusts its moisture content; or. undue loads being applied to the building after its initial construction.
coefficient of volume compressibility. The compression of a clay (guitar) per unit thickness, due to a unit increase of effective stress, in the load range exceeding consolidation stress. It is expressed by the equation in which e0 is the initial void ratio. Units are usually cm2/kg [21].
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