Compressibility of cement-admixed clays at high water content
By Suksun Horpibulsuk, D. Bergado, G. Lorenzo. 2004
162 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/3c9eb9c5f7febbd24bcf0f2b1d68c47dc754f001
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In Civil and Structural Engineering
- Suksun Horpibulsuk
- A. Chinkulkijniwat
- Chayakrit Phetchuay
- Apichat Suddeepong
- R. Rachan
- Arnon Cholaphatsorn
- Martin D. Liu
- Suksun Horpibulsk
Citations in the corpus
- Assessment of strength development in blended cement admixed Bangkok clay (2011, background): “But the samples with higher clay water content are stable at higher void ratios and provide higher compression indexes beyond yield stress, caused by the destructuring [11–13,33,34].”
- STRENGTH DEVELOPMENT IN CEMENT ADMIXED BANGKOK CLAY: LABORATORY AND FIELD INVESTIGATIONS (2011, background): “As such, it is logical to relate the yield stress and the unconˆned compressive strength, as successfully done by Horpibulsuk et al. (2004a).”
- Strength development in silty clay stabilized with calcium carbide residue and fly ash (2013, background): “…Kobayashi, 1983; Kamon and Bergado, 1992; Nagaraj et al., 1997; Yin and Lai, 1998, Consoli et al., 2000; Kasama et al., 2000; Miura et al. 2001; Horpibulsuk and Miura, 2001; Horpibulsuk et al., 2003, 2004a, 2004b, 2005, 2006, 2009, 2010b, 2011b, 2012b, Zillur Rabbi et al., 2011 Deng et al., 2012).”
- Analysis of strength development in cement-stabilized silty clay from microstructural considerations (2010, background): “, water content, cement content, curing time, and compaction energy on the engineering characteristics of cement-stabilized soils have been extensively researched [5–20].”
- Modified Structured Cam Clay: A generalised critical state model for destructured, naturally structured and artificially structured clays (2010, methodology): “For artificially structured clay, the increase in the yield stress with cement content is clearly understood from the compression and shear test results [46,18,20].”
- Behaviour of cemented clay simulated via the theoretical framework of the Structured Cam Clay model (2010, background): “This is due to the sudden break-down of the cementation bond for high cementation bonding [7].”