ENGINEERING BEHAVIOR OF CEMENT STABILIZED CLAY AT HIGH WATER CONTENT
By N. Miura, Suksun Horpibulsuk, T. Nagaraj. 2001
401 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/a4ad9723e6e1dd5e0cd7ca810d3d360507d21bb3
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
- Suksun Horpibulsuk
- A. Chinkulkijniwat
- Apichat Suddeepong
- Chayakrit Phetchuay
- R. Rachan
- Martin D. Liu
- Arnon Cholaphatsorn
- Worawit Phojan
Citations in the corpus
- Undrained Shear Behavior of Cement Admixed Clay at High Water Content (2004, background): “The novel parameter governing the strength and deformation characteristics of clay–cement mixtures, wherein the water content and cement content vary over a wide range, has been successfully introduced (Horpibulsuk and Miura, 2001; Miura et al. 2001).”
- Strength development in blended cement admixed saline clay (2012, methodology): “The mixing time was 240 arbitrarily fixed at 10 min as recommended by Miura et al. (2001); and Horpibulsuk et al. 241 (2003).”
- Strength development in silty clay stabilized with calcium carbide residue and fly ash (2013, background): “The effects of some influential factors such as water content, cement content, curing condition, replacement ratio and compaction energy on the microstructure and engineering characteristics of cement-stabilized soils have been extensively researched (Terashi et al., 1979, 1980; Tatsuoka and Kobayas”
- STRENGTH DEVELOPMENT IN CEMENT ADMIXED BANGKOK CLAY: LABORATORY AND FIELD INVESTIGATIONS (2011, methodology): “The mixing time was arbitrarily ˆxed at 10 min as recommended by Miura et al. (2001).”
- Strength behavior and microstructural characteristics of soft clay stabilized with cement kiln dust and fly ash residue (2017, background): “The stabilizer commonly used for deep mixing is ordinary Portland cement (OPC), whose increased clay strength is well established (Miura et al., 2001; Mohammad and Alipour, 2012; Yang, 2012).”
- ROLE OF FLY ASH ON STRENGTH AND MICROSTRUCTURE DEVELOPMENT IN BLENDED CEMENT STABILIZED SILTY CLAY (2009, background): “…et al., 1981; Tatsuoka and Kobayashi, 1983; Kamon and Bergado, 1992; Uddin, 1994; Nagaraj et al., 1997; Yin and Lai, 1998, Consoli et al., 2000; Kasama et al., 2000; Kitazume et al., 2000; Miura et al., 2001; Horpibulsuk and Miura, 2001; Horpibulsuk et al., 2003, 2004a, b, 2005, 2006; and others).”
- Fundamental Parameters of Cement-Admixed Clay—New Approach (2004, methodology): “This idea is similar to the concept adapted in concrete technology as discussed by Miura et al. (2001). The total clay water content, Cw, can be expressed by the relation”