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The basic characteristics, including temperature-stimulating, strength, setting and hardening, application, of CMS-ASF were systematically studied based on the paste specimen.
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In order to assess the chemical and physical bonds of the modified aggregate, general aggregates, and the cement matrix, specimens simulating coarse aggregates, modification paste, and mortar were fabricated as shown in Fig. 4, based on the modification paste and mortar mix reported in an earlier study on surface modification (Choi et al. 2014b).
An electrochemical sensor based on the carbon paste electrode (CPE) modified with GO and IL was developed for the sensitive detection of ofloxacin using square-wave adsorptive anodic stripping voltammetry (SWAdASV).
Table 5 calculates the viscosity values of mortar and the differences between calculated value and measured value based on the cement paste viscosity where ( eta_{0 } ) = 0.37 Pa·s described in Sect.
It was confirmed that the aging of the elastic modulus of the concrete followed the estimate suggested in Hori's data and experimental data, indicating that the composite model can estimate the elastic modulus of concrete based on the behavior of the paste.
A non enzymatic modified electrode was constructed based on the modification of carbon paste electrode with CuO nanoflower (CuO-CPE).
This paper presents a new mix design method for self-compacting concrete (SCC) based on the rheological characteristics of paste.
The paper first presents the mix design method which was based on the optimization of cementitious paste and granular skeleton, then discusses experimental results.
A random model was developed to simulate pore structure and thermal conductivity of the pastes based on the assumption of two phases (gas and solid).
Based on the assumption that the cement paste only plays a role of coating, it does not fulfill the void among the grains of gravel; this paper focuses on one modified method for the design of the pervious concrete.
In this study, the compressive strength and elastic modulus of a hardened cement paste mixed with an expansive additive were modeled and validated by considering the pore structure of a hardened cement paste based on the hydration, as shown in Fig. 1.
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