Geopolymer concrete columns subjected to axial load and biaxial bending

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Geopolymer concrete columns subjected to axial load and biaxial bending

This thesis focuses on the behaviour of fly ash based geopolymer concrete columns under axial load and biaxial bending. Tests showed that failure load of columns increased with the increase of concrete compressive strength and longitudinal reinforcement ratio, and decreased with the increase of load...

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Bibliographic Details
Main Author:	Rahman, Muhammad Motiur
Format:	Thesis
Language:	English
Published:	Curtin University 2013
Online Access:	http://hdl.handle.net/20.500.11937/1410

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