| Civil Engineering |
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| Sulphate attack resistance of high-performance concrete under compressive loading |
| Hui Xu, Yu-xi Zhao, Lei Cui, Bi Xu |
| Institute of Structural Engineering, Zhejiang University, Hangzhou 310058, China; School of Civil Engineering, Newcastle University, Newcastle upon Tyne NE1 7RU, UK; CCCC Tianjin Dredging Co., Ltd., Tianjin 300450, China |
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Abstract In this paper, an experimental study on the sulphate attack resistance of high-performance concrete (HPC) with two different water-to-binder ratios (w/b) under compressive loading is presented. The sulphate concentration, compressive strength, and the mass change in the HPC specimens were determined for immersion in a Na2SO4 solution over different durations under external compressive loading by self-regulating loading equipment. The effects of the compressive stress, the w/b ratio, and the Na2SO4 solution concentration on the HPC sulphate attack resistance under compressive loading were analysed. The results showed that the HPC sulphate attack resistance under compressive loading was closely related to the stress level, the w/b ratio, and the Na2SO4 solution concentration. Applying a 0.3 stress ratio for the compressive loading or reducing the w/b ratio clearly improved the HPC sulphate attack resistance, whereas applying a 0.6 stress ratio for the compressive loading or exposing the HPC to a more concentrated Na2SO4 solution accelerated the sulphate attack and HPC deterioration.
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Received: 02 March 2013
Published: 01 July 2013
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