Nagaraj, TS and Joshi, RC and Murthy, Srinivasa BR (1988) Generalized Equation for Compression Ratio. In: Journal of Testing and Evaluation, 16 (1). pp. 86-89.Full text not available from this repository.
For highly compressible normally consolidated saturated soil the compression index, Cc, is not constant over the entire pressure range. However, the ratio of the compression index and the initial specific volume, generally known as the compression ratio, appears to be constant. Thus settlement seems to depend on Cc/(1 + e) rather than Cc alone. Using the theoretical zero air voids line and the generalized compressibility equation for normally consolidated saturated soils, a generalized and simple equation for compression has been derived in the form: C'c = 0.003wL.
|Item Type:||Journal Article|
|Additional Information:||Copyright of this article belongs to ASTM International.|
|Keywords:||Compression ratio,compression index,generalized soil state parameter,liquid limit,prediction.|
|Department/Centre:||Division of Mechanical Sciences > Civil Engineering|
|Date Deposited:||21 Sep 2010 10:07|
|Last Modified:||21 Sep 2010 10:07|
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