Behaviour of cemented clay simulated via the theoretical framework of the Structured Cam Clay model
By Suksun Horpibulsuk, Martin D. Liu, D. Liyanapathirana, J. Suebsuk. 2010
217 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/cb78da2f7853f74c3c3815d2c0ea8659f18a1f32
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In Civil and Structural Engineering
- Suksun Horpibulsuk
- A. Chinkulkijniwat
- Chayakrit Phetchuay
- Apichat Suddeepong
- Arnon Cholaphatsorn
- R. Rachan
- Suksun Horpibulsk
- Behzad Fatahi
Citations in the corpus
- Strength development in silty clay stabilized with calcium carbide residue and fly ash (2013, background): “…inter-particle forces) and yield stress and hence, the yield surface (Gens and Nova, 1993; Horpibulsuk, 2001; Kasama et al., 2000; Kavvadas and Amorosi, 2000; Rouainia and Muir Wood, 2000; Baudet and Stallebrass, 2004; Lee et al., 2004; Horpibulsuk et al., 2010a; Suebsuk et al., 2010, 2011).”
- A constitutive model for cemented clays capturing cementation degradation (2014, methodology): “This behaviour of cemented clay is similar to the normally consolidated soils, as observed by Horpibulsuk et al. (2010); Kasama et al. (2000); Uddin et al. (1997).”
- STRENGTH DEVELOPMENT IN CEMENT ADMIXED BANGKOK CLAY: LABORATORY AND FIELD INVESTIGATIONS (2011, background): “This is due to the break-up of the cementation bond (Miura et al., 2001, Horpibulsuk et al., 2010), which is similar to the behavior of naturally cemented clay.”