Cement and lime mixture stabilization of an expansive overconsolidated clay

By M. Khemissa, Abdelkrim Mahamedi. 2014

249 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/755b5321878be6ff80b57eab1526db64d478b684

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In Civil and Structural Engineering

1. M. Bayat
2. Mohsen Saadat

Citations in the corpus

• Prediction of the unconfined compressive strength of stabilised soil by Adaptive Neuro Fuzzy Inference System (ANFIS) and Non-Linear Regression (NLR) (2019, result): “These findings are in good agreement with previous studies in the literature (Liu et al. 2012, Ciancio et al. 2014, Khemissa and Mahamedi 2014, Asgari et al. 2015, Sharma et al. 2018, Ashraf 2019).”
• Volume changes and mechanical degradation of a compacted expansive soil under freeze-thaw cycles (2019, background): “, 2015; Rosenbalm and Zapata, 2016), and the behavior of modified expansive soils has also been widely investigated (Abdullah and Al–Abadi, 2010; Al-Mukhtar et al., 2012; Cokca, 2001; Hotineanu et al., 2015; Khemissa and Mahamedi, 2014; Olgun, 2013; Soltani et al., 2018; Yazdandoust and Yasrobi, 201”