Assessment of strength development in cement-admixed high water content clays with Abrams' law as a basis

By Suksun Horpibulsuk, N. Miura, T. Nagaraj. 2003

445 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Materials Chemistry, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/43dac9d98e3f6d4e6592a2481a70be291d4a1751

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

In Materials Chemistry

In Mechanics of Materials

Citations in the corpus

Mechanical behaviour and micro-structure of cement-stabilised marine clay with a metakaolin agent (2014, background): “[12] proposed a time-dependent strength prediction equation of cement stabilized high water content clays (Liquid limit index from 1.”
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).”
Undrained Shear Behavior of Cement Admixed Clay at High Water Content (2004, background): “(a) Microfabric of uncemented clay and (b) structure of induced cemented clay (Horpibulsuk et al. 2003)”
Analysis of strength development in cement-stabilized silty clay from microstructural considerations (2010, background): “The total mixing and testing time was less than 40 min for both tests, which is less than the initial set time of the cement (about 2 h) [15].”
Behaviour of cemented clay simulated via the theoretical framework of the Structured Cam Clay model (2010, methodology): “For rapid estimation of the unconfined compressive strength of a cemented clay at different cement contents, the strength prediction in terms of the clay–water/cement ratio [9] can also be employed.”
Assessment of strength development in blended cement admixed Bangkok clay (2011, background): “(4)) is identical since the cementitious products influence the rate predominantly [6,15,19].”
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).”