Microstructure and geotechnical properties of lime-treated expansive clayey soil

By Muzahim Al-Mukhtar, S. Khattab, J. Alcover. 2012

414 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/90713a764168bae5f7fc18c013c9f6b634963175

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In Civil and Structural Engineering

1. Babak Jamhiri
2. Fazal E. Jalal
3. Shazim Ali memon
4. Yongfu Xu

Citations in the corpus

• Effect of freeze–thaw cycling on the mechanical properties of lime-stabilized expansive clays (2015, result): “T) cycles (Al-Kiki et al., 2011; Al-Mukhtar et al., 2012; Ingles and Metcalf, 1973; Locat et al., 1996).”
• On the Recent Trends in Expansive Soil Stabilization Using Calcium-Based Stabilizer Materials (CSMs): A Comprehensive Review (2020, methodology): “[118], the optimum percentage of lime (for pH � 12.”