Development of SCC Placement Methodology for the Monolithic Construction of Slab-to-Wall Members Using Formwork Pressure and Time of Set-Based Modeling

Author(s):  
Boris Haranki ◽  
Ufuk Dilek
Keyword(s):  
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

Materials ◽  
2021 ◽  
Vol 14 (16) ◽  
pp. 4767
Author(s):  
Yaser Gamil ◽  
Jonny Nilimaa ◽  
Mats Emborg ◽  
Andrzej Cwirzen

The maximum amount of lateral formwork pressure exerted by self-compacting concrete is essential to design a technically correct, cost-effective, safe, and robust formwork. A common practice of designing formwork is primarily based on using the hydrostatic pressure. However, several studies have proven that the maximum pressure is lower, thus potentially enabling a reduction in the cost of formwork by, for example, optimizing the casting rate. This article reviews the current knowledge regarding formwork pressure, parameters affecting the maximum pressure, prediction models, monitoring technologies and test setups. The currently used pressure predicting models require further improvement to consider several pressures influencing parameters, including parameters related to fresh and mature material properties, mix design and casting methods. This study found that the maximum pressure is significantly affected by the concretes’ structural build-up at rest, which depends on concrete rheology, temperature, hydration rate and setting time. The review indicates a need for more in-depth studies.


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