Use this URL to cite or link to this record in EThOS: http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.709564
Title: Self-compacting concrete : design, properties and simulation of the flow characteristics in the L-box
Author: Al-Rubaye, Muna M.
ISNI:       0000 0004 6059 0030
Awarding Body: Cardiff University
Current Institution: Cardiff University
Date of Award: 2016
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Abstract:
Self-compacting concrete (SCC) can flow into place and compact under its own weight into a uniform mass even areas of congested reinforcement. Compared to vibrated concrete (VC), SCC has enhanced qualities and improves the durability of concrete, productivity and working conditions due to elimination of external vibration. Although SCC has passed from the research phase into real application, the need to update the knowledge on the fresh and hardened characteristics of SCC increases to overcome the problems associated with such concrete and to improve its performance. The research reported in this thesis divided into three parts. The first part concerns the proportioning of SCC mixes, a simple and rational mix design procedure based on the desired target plastic viscosity and compressive strength of the mix has been developed. Practical guidelines in the form of design charts are provided for choosing the mix proportions of SCC mixes. An extensive experimental program was carried out in order to provide experimental validation of this mix design procedure on a series of SCC mixes in both the fresh and hardened states. All these mixes were extensively tested in the fresh state using the slump cone, J–ring, L–box and V–funnel apparatus; and these tests proved conclusively the validity of the mix proportioning method in the sense that all the mixes satisfied the self–compacting criteria and achieved the desired target plastic viscosity and compressive strength. In the second part of the thesis, the fracture properties of the SCC mixes have been determined. These mixes differ by coarse aggregate volume (CA), paste to solids ratios (p/s) and water to cementitious material (w/cm). The simplified boundary effect approach (SBE) and the non-linear fictitious crack model are used to determine the size-independent fracture energy.
Supervisor: Not available Sponsor: Not available
Qualification Name: Thesis (Ph.D.) Qualification Level: Doctoral
EThOS ID: uk.bl.ethos.709564  DOI: Not available
Keywords: TA Engineering (General). Civil engineering (General)
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