Swelling behaviour of compacted fine-grained soils

By A. Sridharan, Y. Gurtug. 2004

187 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/863ceb33affca1e39059e4cd03a0b5c478f9aabe

How researchers see this paper

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In Civil and Structural Engineering

1. Abbas Taheri
2. A. Soltani
3. M. Khatibi
4. A. R. Estabragh

Citations in the corpus

• Lime Stabilization of Soils: Reappraisal (2012, unknown): “Therefore, the maximum possible swell in these cases is obtained through the rectangular hyperbolic relation, proposed by Sridharan and Gurtug (2004).”
• Swelling Potential of a Stabilized Expansive Soil: A Comparative Experimental Study (2017, methodology): “As specified in the figure, the S-shaped swell–time curve can be generally divided into three marginal zones, namely the initial, primary and secondary swelling; phases during which the swelling phenomenon takes place (Sridharan and Gurtug 2004; Rao et al. 2006; Nagaraj et al. 2010; Ye et al. 2015).”