2001
DOI: 10.1016/s0008-8846(00)00428-2
|View full text |Cite
|
Sign up to set email alerts
|

Superplasticizer effects on setting and structuration mechanisms of ultrahigh-performance concrete

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
2
1

Citation Types

1
30
0
2

Year Published

2004
2004
2024
2024

Publication Types

Select...
8
1

Relationship

0
9

Authors

Journals

citations
Cited by 79 publications
(33 citation statements)
references
References 2 publications
1
30
0
2
Order By: Relevance
“…Generally, the reported setting time of UHPC ranged from 6 to 12 h depending on the mixture design (Richard and Cheyrezy 1995;Yoo et al 2013;Kazemi and Lubell 2012). However, some studies (Brown 2006;Graybeal 2007;Habel 2004;Morin et al 2001) showed that the setting time for UHPC can be delayed for up to 30-40 h due to the set retarding effect of high SP dosage. Furthermore, it was observed that surface covering of freshly mixed UHPC delayed its setting time (Yoo et al 2013).…”
Section: Setting Timementioning
confidence: 99%
“…Generally, the reported setting time of UHPC ranged from 6 to 12 h depending on the mixture design (Richard and Cheyrezy 1995;Yoo et al 2013;Kazemi and Lubell 2012). However, some studies (Brown 2006;Graybeal 2007;Habel 2004;Morin et al 2001) showed that the setting time for UHPC can be delayed for up to 30-40 h due to the set retarding effect of high SP dosage. Furthermore, it was observed that surface covering of freshly mixed UHPC delayed its setting time (Yoo et al 2013).…”
Section: Setting Timementioning
confidence: 99%
“…It showed that the longer setting times of UPOFA concrete was due to the pozzolanic reaction between pozzolan and calcium hydroxide Ca(OH) 2 , which was usually slower than the hydration of OPC. On the other hand, Morin et al (2001) reported that the overall effect of superplasticizer was to delay the setting times of concrete and the extent of delay depended largely on the type and dosage of superplasticizer, type of cement and temperature. Figure 4 presents the results of the compressive strength of the UHSC mixtures.…”
Section: Setting Timesmentioning
confidence: 99%
“…In addition to the above-mentioned studies, there are also several studies that measured and utilized the reflection coefficient of shear waves for the evaluation of cementitious materials in early ages (Valic 2000, Morin 2001, Smith 2002, Voigt 2004. Voigt et al (2005) compared longitudinal ultrasonic wave velocities with in-situ temperature rises or adiabatic heat releases.…”
Section: Introductionmentioning
confidence: 99%