Shrinkage Curve of Treated Sulfate-Bearing Soils with GGBS

Author:

Al-Dakheeli HusseinORCID,Javid AmirORCID,Chen MengtingORCID,Bulut RifatORCID

Publisher

Springer International Publishing

Reference13 articles.

1. Bredenkamp S, Lytton R (1995) Reduction of sulfate swell in expansive clay subgrades in the Dallas district. Texas Transportation Institute, Research Report 3921–1, Texas, United States

2. Harris P, Holdt J, Sebesta S, Scullion T (2006) Recommendations for stabilization of high-sulfate soils in texas. Texas Department of Transportation (TxDOT), Research Report No. FHWA/TX-06/0–4240–3, Texas, United States

3. Little DN, Herbert B, Kunagalli SN (2005) Ettringite formation in lime-treated soils: establishing thermodynamic foundations for engineering practice. J Transp Res Board 1936(1):51–59

4. El-Garhy BM, Wray WK (2004) Method for calculating the edge moisture variation distance. J geotechn geoenvironmental eng 130(9):945–955

5. Puppala AJ, Manosuthkij T, Nazarian S, Hoyos LR (2011) Threshold moisture content and matric suction potentials in expansive clays prior to initiation of cracking in pavements. Can Geotech J 48(4):519–531

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