【摘 要】
:
A microrheology analyzer (Rheolaser LAB6TM) was adapted to in-situ follow the development of the viscoelastic properties of fresh cement pastes (FCPs) by measuring the mean square displacement of ceme
【机 构】
:
Beijing Key Laboratory of Track Engineering, School of Civil Engineering, Beijing Jiaotong Universit
【出 处】
:
The 14th International Congress on the Chemistry of Cement (
论文部分内容阅读
A microrheology analyzer (Rheolaser LAB6TM) was adapted to in-situ follow the development of the viscoelastic properties of fresh cement pastes (FCPs) by measuring the mean square displacement of cement particles which gives an insight into the elastic and viscous properties of the material from a microstructural point of view.Various parameters including elastic index (EI), macroscopic viscosity index (MVI), storage modulus G, loss modulus G", and Maxwell parameters, microscopic viscosity η as well as elastic modulus G,were obtained to quantitatively analyze the viscoelastic properties of FCPs.Results indicate that these parameters show a progressive increase with elapsed time at first and then stay stable.The addition of superplasticizer significantly decreases the values of these parameters as well as their increasing rates with time.For cement pastes with high dosages of superplasticizer, these parameters start with a flat period followed by a slow increase with time, which results from the dispersing effects of superplasticizer on cement grains and the retarding effects of superplasticizer on cement hydration.At a given time, more remarkable effects of superplasticizer are observed at lower W/C.It is believed that EI and G are closely related to the dispersion degree of the solid particles in the cement paste, which contributes the most to the elastic property of the cement paste.The incorporation of superplasticizer evidently weakens the elastic feature of the fresh cement paste.
其他文献
The well-known accelerating effect of mineral salts on the hydration of alite, the main component of portland cement is revisited in this work.The objective of this study is to identify the mechanisms
Densified cement systems were developed in the early 1980s, about three decades past.The research led to historical developments in cement and concrete research, forming the baseline for the design of
This work studies how nanosilica particles interact with a commercial dispersion of non-functionalized carbon nanotubes rich in surfactant and how this combination affects the pozzolanic activity of t
The hydration kinetics of Portland cement is known to be relatively insensitive to water-to-cement (w/c) ratio changes through experimental observations such as isothermal calorimetry tests and chemic
Cement is the most used material in the world.Thanks to its low cost, it is he only material that can satisfy the growing demand for infrastructure, especially in developing countries.However, the pro
Understanding the underlying mechanisms of cement hydration has been quite difficult due to the complexity of the system and its continued reaction over time making it hard to observe experimentally.A
To enhance the substitution of SCMs in cements, a better understanding of the formation of hydration products is necessary.Calcium Silicate Hydrates (C-S-H) being the main product of hydrated Portland
Ettringite is a common phase occurring during the hydration of Portland cements.It is also the main hydration product in calcium sulfoaluminate cements and calcium aluminate cement-gypsum blends.Under
Already since about 70 years it is well know that sulfate optimization enables to significantly enhance the performance of OPC based binders and that calorimetry measurements are an ideal tool for thi
This article intends to quantify the increment of hydration heat in fly-ash cement blended paste (FA-C) than that in neat cement paste.To this aim, the pozzolanic effect heat is inducted to explain th