PHYSICOCHEMICAL AND ENGINEERING BEHAVIOR OF CEMENT TREATED CLAYS

By S. Chew, A. Kamruzzaman, Fook Hou Lee. 2004

576 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/92532a1e640d9baa13e4a4c60d51e39e071749fd

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In Civil and Structural Engineering

Citations in the corpus

Analysis of strength development in cement-stabilized silty clay from microstructural considerations (2010, background): “The adsorption of Ca ions onto the clay particle surface decreases the repulsion between successive diffused double layers and increases edge-to-face contacts between successive clay sheets [43,44].”
Clayey soil stabilization using geopolymer and Portland cement (2018, background): “However, it was reported that the pH value increases significantly at lower cement content, but it stabled at the cement content of about 20 and above [47, 48].”
Strength behavior and microstructural characteristics of soft clay stabilized with cement kiln dust and fly ash residue (2017, result): “Although K10 has the same content as C10, the CSH product was formed in smaller amounts due to the effect of the CKD having a lower CaO content (Table 2), which is an important composition of the raw material used for the cement hydration process, than that of the cement, asmentioned in a previous s”
Strengthening of Korean residual soil with β-1,3/1,6-glucan biopolymer (2012, background): “The C–S–H and C–A–H gels in soil form reticulated contact, thereby increasing the physical strength between particles [44].”
A constitutive model for cemented clays capturing cementation degradation (2014, background): “…CLAY As proposed by Diamond and Kinter (1965) and confirmed by several other researchers such as Kamruzzaman et al. (2006); Porbaha (1998) and Chew et al. (2004), the three major categories of reactions, expected in the process of mixing a stabiliser with clay, are: (i) dehydration process,…”
Stabilization of residual soil using SiO2 nanoparticles and cement (2014, background): “It is in agreement with previous works [4–7,10,12,44,45], which may be explained by the flocculation and cementation of soil particles.”
Properties of Two Model Soils Stabilized with Different Blends and Contents of GGBS, MgO, Lime, and PC (2014, background): “ing to the formation of calcium silicate hydrates (CSH), calcium aluminates (CAH), and calcium aluminium silicate hydrates (CASH), which are responsible for the main strength development (Sherwood 1993; Bergado et al. 1996; Porbaha et al. 2000; Chew et al. 2004).”