STRENGTH DEVELOPMENT IN CEMENT ADMIXED BANGKOK CLAY: LABORATORY AND FIELD INVESTIGATIONS
By Suksun Horpibulsk, R. Rachan, Apichat Suddeepong, A. Chinkulkijniwat. 2011
241 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/13779d843dcfe51d7ce69ec9dbb6d88bb2e22045
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In Civil and Structural Engineering
- Suksun Horpibulsuk
- A. Chinkulkijniwat
- Chayakrit Phetchuay
- Apichat Suddeepong
- Arnon Cholaphatsorn
- A. Arulrajah
- R. Rachan
- Martin D. Liu
Citations in the corpus
- Assessment of strength development in blended cement admixed Bangkok clay (2011, methodology): “(4)) is identical since the cementitious products influence the rate predominantly [6,15,19].”
- Strength development in blended cement admixed saline clay (2012, methodology): “The B- and k-values obtained from the present work 169 and previous works (Horpibulsuk et al., 2003; 2011a and b) are analyzed to develop a 170 generalized strength equation for different blended cement admixed clays.”
- Strength behavior and microstructural characteristics of soft clay stabilized with cement kiln dust and fly ash residue (2017, background): “For example, the high cement contents of 150–200 kg/m3 are frequently used for DCM column applications due to the quality control of the clay-cement mixture (Lai et al., 2006; Horpibulsuk et al., 2011a, 2012a,b; Jamsawang et al., 2011, 2015; Voottipruex et al., 2011a,b).”
- Laboratory evaluation on the effectiveness of polypropylene fibers on the strength of fiber-reinforced and cement-stabilized Shanghai soft clay (2015, background): “…researchers have improved the strength of soft soils and aggregates bymixing themwith cement and fly ash to improve their compression strength (Kaniraj and Havanagi, 1999; Kolias et al., 2005; Horpibulsuk et al., 2009, 2011; Porcino et al., 2012; Disfani et al., 2014; Mohammadinia et al., 2015).”
- Soil Stabilization by Calcium Carbide Residue and Fly Ash (2012, unknown): “2.1 Distribution of Yarra Delta (from Ervin, 1992) ................................................ 13 2.2 Improvement zones (Horpibulsuk et al., 2011c) ................................................ 15 2.3 The types of polysialates (Davidovits 1988a)…”
- Strength development in silty clay stabilized with calcium carbide residue and fly ash (2013, methodology): “The 28-day strength was taken for the examination of the normalized characteristic, as was done by Horpibulsuk et al. (2003, 2009, 2011a, 2011b, 2012b).”