Review of geopolymer concrete: a structural integrity evaluation

Koorosh Gharehbaghi, K. Tee, Sara Gharehbaghi
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引用次数: 5

Abstract

This paper will review a number of Geopolymer Concrete (GPC) case studies to further determine their overall structural integrity performance. These studies looked at a different approach in identifying the structural capabilities and characteristics of the geopolymer, including overall compressive and shear assessments. The review of these research indicated that the structural, and load bearing capabilities of the geopolymer specimens were generally elevated. Based on such findings, it can be determined that generally GPC elements can be designed in the same manner as Portland Cement (PC) members. However, to further alleviating GPC predicaments, an extensive research which includes significant number of different test samples, is required. Subsequently, this would lead to further improving the accuracy in predicting failure points and the bond strength of the GPC. As a result, future research will secure the attention of the wider industry sectors by providing evidence which highlight the structural reliability of GPC.
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地聚合物混凝土综述:结构完整性评价
本文将回顾一些地聚合物混凝土(GPC)的案例研究,以进一步确定其整体结构完整性性能。这些研究采用了一种不同的方法来确定地聚合物的结构能力和特征,包括总体压缩和剪切评估。对这些研究的回顾表明,地聚合物样品的结构和承载能力普遍提高。基于这些发现,可以确定一般GPC构件可以按照与波特兰水泥(PC)构件相同的方式设计。然而,为了进一步缓解GPC的困境,需要进行广泛的研究,包括大量不同的测试样本。随后,这将导致进一步提高预测失效点的准确性和GPC的结合强度。因此,未来的研究将通过提供强调GPC结构可靠性的证据来确保更广泛的行业部门的关注。
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