A constitutive model for cemented clays capturing cementation degradation

By L. Nguyen, Behzad Fatahi, Hadi Khabbaz. 2014

144 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/bea1901c9dd23ffd66395aba08cb4fe880feadb4

How researchers see this paper

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In Civil and Structural Engineering

1. K. Hu
2. Mengke Liao
3. Babak Jamhiri
4. Fazal E. Jalal
5. Y. Lai
6. Shazim Ali memon
7. Yongfu Xu

Citations in the corpus

• A constitutive model of frozen saline sandy soil based on energy dissipation theory (2016, background): “Nguyen et al. (2014) proposed that the CSL of the cemented clay eventually reduced to an asymptote coinciding with the CSL of natural clay.”
• On the Recent Trends in Expansive Soil Stabilization Using Calcium-Based Stabilizer Materials (CSMs): A Comprehensive Review (2020, background): “2e MDD drops, and the OMC rises when (8% BA+ 16% lime sludge) mix is incorporated in expansive soil (LL� 60%, PI� 28%, Ps � 128 kN/m(2)) [167].”