scholarly journals Influence of thixotropy determined by different test methods on formwork pressure of self-consolidating concrete

2018 ◽  
Vol 173 ◽  
pp. 189-200 ◽  
Author(s):  
Murat Tuyan ◽  
Reza Saleh Ahari ◽  
Tahir Kemal Erdem ◽  
Özge Andiç Çakır ◽  
Kambiz Ramyar
Author(s):  
Fernando Tejeda-Dominguez ◽  
David A. Lange ◽  
Matthew D. D'Ambrosia

The growing interest in the use of self-consolidating concrete (SCC) for a wide variety of structural applications has initiated a reexamination of its properties and current construction practices and how they compare with those of conventional concrete. One property of interest is the formwork pressure of SCC and how it relates to that of conventional concrete. This work presents the results for three tall walls (28, 21.7, and 13 ft tall) cast slowly with SCC and a 10.6-ft-high column poured quickly by using the same concrete used in one of the walls. The research demonstrates that the pressure of SCC against the formwork drops quickly just after the concrete material is placed. Measurements from the walls poured slowly show that the maximum recorded pressure falls far below the hydrostatic pressure and is closely related to the pouring rate. The experiments also reveal that the formwork pressure exerted by SCC can be revitalized if the SCC is vibrated, even if stiffening is already in progress.


2011 ◽  
Vol 41 (1) ◽  
pp. 90-101 ◽  
Author(s):  
Seung Hee Kwon ◽  
Quoc Tri Phung ◽  
Hong Yong Park ◽  
Jae Hong Kim ◽  
Surendra P. Shah

2018 ◽  
Vol 115 (3) ◽  
Author(s):  
Jacob D. Henschen ◽  
Daniel I. Castaneda ◽  
David A. Lange

2018 ◽  
Author(s):  
Payam Vosoughi ◽  
Mahmoud Motahari Karein

This paper is aimed to review robustness of Self-Consolidating Concrete (SCC) in term of resistance against static segregation and bleeding. SCC is a highly fluid and non-segregating concrete able to spread through even dense reinforcement and homogenously fill formwork without using any external mechanical consolidation. Due to field requirements, SCC should be able to sustain its desired fresh properties over a relatively long time (about two or three hours) making it more susceptible to segregation than conventional concrete. Although there are a coupleof proposed test methods to evaluate SCC robustness, multi-electrodes electrical conductivity technique could be a reliable, non-destructive, inexpensive and simple test method to continuously monitor progress of hydration reactions (even indicating initial and final setting time) and stability (bleeding and both static and dynamic aggregate segregation) of plastic cement-based materials over the early-age period. In this paper, a brief review on fresh properties of SCC and staticaggregate segregation has been taken place. Then, different methods for measuring concrete conductivity have been investigated. Afterward, some studies on evaluation of stability of cement-based materials and SCC have been reviewed. Finally, based on the literature, some recommendations for future works are introduced.


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