2017
DOI: 10.1016/j.conbuildmat.2017.05.169
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Investigating and optimizing the mix proportion of pumping wet-mix shotcrete with polypropylene fiber

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Cited by 119 publications
(34 citation statements)
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“…This indicates that the reinforced mixture with mm fibre length and 0.35% content adheres well to the bitumen [1]. According to Liu, et al [38], short fibres (10 mm) cannot properly reinforce mixtures that have a larger size of aggregate (maximum 14 mm) while long fibres (longer than the maximum size of the aggregate) can lead to loss in mixture strength because these fibres tend to lump together during the mixing process. The results found here were similar to those found in the literature [39].…”
Section: Fibres Optimisationmentioning
confidence: 94%
“…This indicates that the reinforced mixture with mm fibre length and 0.35% content adheres well to the bitumen [1]. According to Liu, et al [38], short fibres (10 mm) cannot properly reinforce mixtures that have a larger size of aggregate (maximum 14 mm) while long fibres (longer than the maximum size of the aggregate) can lead to loss in mixture strength because these fibres tend to lump together during the mixing process. The results found here were similar to those found in the literature [39].…”
Section: Fibres Optimisationmentioning
confidence: 94%
“…Continuous grading was performed to remove impurities before mixing the fine and coarse aggregates. e grading curves of fine and coarse aggregates are shown in Figure 4, and they conform to limitations of recommended grades in the national standard GB50086-2001 [27].…”
Section: 32mentioning
confidence: 61%
“…Presently, with the advancement of the exploration and recovery technology, the subsurface mining operation has to deal with increasingly complicated geologic and environmental conditions. Given this situation, one not only needs to find an effective way to reinforce the surrounding rock but also needs to protect the roadway surrounding rock from weathering, airflow leakage, and self-ignition [16][17][18]. Built on the top of the conventional concrete spray methodology, there exists an urgent need to develop a fast, effective, and high-strength spray material for the postprocessing step so as to provide secondary reinforcement and protection to the anchor network.…”
Section: Introductionmentioning
confidence: 99%