Effect of elevated curing temperature on ceramsite concrete performance

•The ceramsite concrete used as shotcrete lining in high geothermal environments was put forward.•An optimum mix proportion for ceramsite concrete was determined through an orthogonal experiment.•A function that correlates compressive strength with curing temperature was established and presented.•T...

Full description

Saved in:
Bibliographic Details
Published in:Construction & building materials Vol. 153; pp. 423 - 429
Main Authors: Fan, Lidan, Zhang, Zijian, Yu, Yongqiang, Li, Peitao, Cosgrove, Tom
Format: Journal Article
Language:English
Published: Elsevier Ltd 30-10-2017
Elsevier B.V
Subjects:
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
Description
Summary:•The ceramsite concrete used as shotcrete lining in high geothermal environments was put forward.•An optimum mix proportion for ceramsite concrete was determined through an orthogonal experiment.•A function that correlates compressive strength with curing temperature was established and presented.•The performance of ceramsite concrete at various curing temperatures was analyzed.•This study provided an insight into the behavior of ceramsite concrete in geothermal environments. The good overall properties of ceramsite concrete give it more potential value in the application of shotcrete lining in high geothermal environments. In this study, an orthogonal experiment was employed firstly to determine an optimum mix proportion for ceramsite concrete at a curing temperature of 20°C, 40°C and 60°C, and then an accelerating agent was added to the concrete mixture. As a result, compared with the 20°C curing condition, the long-term compressive strength of ceramsite concrete cured at 60°C decreased significantly and declined even more on account of the accelerating agent, nevertheless the long-term compressive strength cured at 40°C decreased only when the accelerating agent was added. The ceramsite concrete exhibited good permeability resistance and thermal insulation. And as the curing temperature raised the permeability resistance decreased, whereas the thermal insulation increased. The variation of microstructure with curing temperature was analyzed by scanning electron microscope (SEM) and mercury intrusion porosimetry (MIP). The compressive strengths at certain curing temperatures were plotted against the curing age, and correlation functions were established.
ISSN:0950-0618
1879-0526
DOI:10.1016/j.conbuildmat.2017.07.050