2016
DOI: 10.1016/j.conbuildmat.2016.09.147
|View full text |Cite
|
Sign up to set email alerts
|

Adaptation of the standard EN 196-1 for mortar with accelerator

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1

Citation Types

0
4
0

Year Published

2017
2017
2024
2024

Publication Types

Select...
8

Relationship

0
8

Authors

Journals

citations
Cited by 22 publications
(4 citation statements)
references
References 12 publications
0
4
0
Order By: Relevance
“…Sprayed concrete is a kind of construction material which can form integral structure with proper thickness, with both sufficient rigidity and strength in a short time. Therefore, it has been widely used in engineering cases which require fast setting and rapid hardening, such as shotcrete preparation for underground mining, tunnel construction, as well as emergency repairing works and so on (Galobardes 2013;Galobardes et al 2016;Aggoun et al 2008;Maltese et al 2007aMaltese et al , 2007b The advantages of sprayed concrete can be mainly attributed to the corporation of set accelerators, which can decrease setting time and increase early strength. Accelerators can be divided into alkaline accelerators and alkali-free accelerators.…”
Section: Introductionmentioning
confidence: 99%
“…Sprayed concrete is a kind of construction material which can form integral structure with proper thickness, with both sufficient rigidity and strength in a short time. Therefore, it has been widely used in engineering cases which require fast setting and rapid hardening, such as shotcrete preparation for underground mining, tunnel construction, as well as emergency repairing works and so on (Galobardes 2013;Galobardes et al 2016;Aggoun et al 2008;Maltese et al 2007aMaltese et al , 2007b The advantages of sprayed concrete can be mainly attributed to the corporation of set accelerators, which can decrease setting time and increase early strength. Accelerators can be divided into alkaline accelerators and alkali-free accelerators.…”
Section: Introductionmentioning
confidence: 99%
“…The flexure strength (FS) was also measured, using the maximum force at the breakpoint applied to an area estimated from the squared section of the prism and the distance between the holders [52]. Following the procedures reported earlier [54], prismatic specimens (40 × 40 × 160 mm) were cast, compacted, and cured in a control chamber at a temperature of 20 ± 2 • C and humidity of 98 ± 1% until the age of testing (2, 7, and 28 days). Vicat's apparatus, confirming to IS: 5513-1976 [55], was used to perform the tests on the setting times (initial and final) [56] (see Supplementary Table S4) and water consistency of the mixtures [57] (see Supplementary Table S5).…”
Section: Testing Proceduresmentioning
confidence: 99%
“…However, the material also needs a short setting time for early strength after extruding from the nozzle [114,115]. Setting time property mostly depends on the retarder and accelerator admixtures, and studies show that by altering the amount of retarder or accelerator, every material can achieve the required initial and final setting time [116,117]. The recommendation observed during the research shows the addition of accelerator should be in dry mixing instead of dilute with water mixing, and mixing speed and time should be 52 rpm in 20 seconds, respectively [118].…”
Section: Setting Time Controlmentioning
confidence: 99%