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Compression Index. ... The compression index is used to find the settlement in the normally consolidated clay. The total stress applied is larger than the stress in the field, to which the soil sample has been undergone in the past. This kind of clayey soil is said to be normally consolidated clay.
The Compression Index (Cc) is equal to the slope of the graph of pressure versus void ratio (log scale) [7]. Compression Index (Cc) for clay is in the range 0.258 to 0.968, while for late rite soil was in the range 0.101 to 0.940. Value of Compression Index (Cc) is different between each type of soil.
Suggested clip coefficient of volume compressibility — YouTubeYouTubeStart of suggested client of suggested clip coefficient of volume compressibility — YouTube
Virgin compression curve. The term 'Virgin compression curve' as it applies to the area of reclamation can be defined as The portion of the compression curve corresponding to virgin compression'.
The coefficient of consolidation is the parameter used to describe the rate at which saturated clay or other soil undergoes consolidation, or compaction, when subjected to an increase in pressure. It is measure in square centimeters per second or square inches per minute.
CALCULATION OF THE AMOUNT OF SECONDARY COMPRESSION L/L= H/Ho= e/(1+EO) (4c). Where Ho and EO are the initial height and initial void ratio of the clay layer and Cc is the compression index, obtained from a straight-line approximation of the eulogy over a range of vertical loads. In other words, EQ.
Secondary compression is the compression of soil that takes place after primary consolidation. ... This is known as secondary compression. Secondary compression is caused by creep, viscous behavior of the clay-water system, compression of organic matter, and other processes.
The recompression index is calculated by taking the slope in the recompression curve. Compute I using the below expression. Here, the term C r is recompression index, e is the change in void ratio and is change in effective stress in log scale. It is otherwise called as swelling index.
The secondary compression settlement (creep) can be estimated from the secondary compression index = C/(1 + e0), where C is the coefficient of secondary compression and e0 is the initial void ratio. Hydraulic conductivity parameters: Assessment of rate of consolidation.
Secondary Consolidation. The secondary consolidation happens after the primary compression, even after the excess hydrostatic stress has dissipated. Some settlement happens in the soil after primary consolidation and that is termed as secondary compression, and it is usually time dependent.
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