Compressibility behaviour of remoulded, fine-grained soils and correlation with index properties

By A. Sridharan, H. Nagaraj. 2001

233 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/b46eeb1a169b7fff2f1c142a124aaaa0a44ff080

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In Civil and Structural Engineering

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Citations in the corpus

• Soil Compressibility Models for a Wide Stress Range (2016, background): “In particular, the compression index Cc has a strong correlation with the liquid limit LL, or the void ratio at the liquid limit eLL (Skempton 1944; Terzaghi and Peck 1948; Burland 1990; Sridharan and Nagaraj 2000).”
• Assessment of empirical equations for the compression index of fine-grained soils in Missouri (2015, methodology): “Investigators such as Giasi et al. (2003), Sridharan and Nagaraj (2000), Ozer et al. (2008) and others present several correlations between Cc and index properties.”