Abstract
Two new types of anti-washout cementitious grouts, named “AWG-1” and “AWG-2” (anti-washout grout) respectively, have been developed for different geological conditions. Separate addition tests were performed to study the effects of certain accelerating agents and flocculating agents on the cement based grout comparatively. Based on the results of separate addition tests, two new formulations were proposed for further investigations. Both formulations involved three admixtures respectively. Grey relational analysis, coupled with Taguchi design of the combined addition experiment, was performed to determine the optimal admixture dosages for simultaneously achieving the desired yield stress and plastic viscosity of the cementitious grout. Multi-way ANOVA was employed to identify the insignificant factors (p > 0.05) which could be used to adjust the setting time and the compressive strength while not compromising the optimum rheological properties. The optimization algorithm was thus developed to achieve a faster set time, higher durability but lower workability for AWG-1, as well as sufficient washout resistance for both formulations according to their geotechnical applications. In addition, AWG-1 requires a high-pressure grout pumping system. Finally, the washout resistance of the newly developed grouts was validated by anti-washout simulation experiments.
| Original language | English (US) |
|---|---|
| Pages (from-to) | 184-198 |
| Number of pages | 15 |
| Journal | Construction and Building Materials |
| Volume | 156 |
| DOIs | |
| State | Published - Dec 15 2017 |
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All Science Journal Classification (ASJC) codes
- Civil and Structural Engineering
- Building and Construction
- Materials Science(all)
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Development of two new anti-washout grouting materials using multi-way ANOVA in conjunction with grey relational analysis. / Cui, Wei; Huang, Junyan; Song, Huifang; Xiao, Ming.
In: Construction and Building Materials, Vol. 156, 15.12.2017, p. 184-198.Research output: Contribution to journal › Article
TY - JOUR
T1 - Development of two new anti-washout grouting materials using multi-way ANOVA in conjunction with grey relational analysis
AU - Cui, Wei
AU - Huang, Junyan
AU - Song, Huifang
AU - Xiao, Ming
PY - 2017/12/15
Y1 - 2017/12/15
N2 - Two new types of anti-washout cementitious grouts, named “AWG-1” and “AWG-2” (anti-washout grout) respectively, have been developed for different geological conditions. Separate addition tests were performed to study the effects of certain accelerating agents and flocculating agents on the cement based grout comparatively. Based on the results of separate addition tests, two new formulations were proposed for further investigations. Both formulations involved three admixtures respectively. Grey relational analysis, coupled with Taguchi design of the combined addition experiment, was performed to determine the optimal admixture dosages for simultaneously achieving the desired yield stress and plastic viscosity of the cementitious grout. Multi-way ANOVA was employed to identify the insignificant factors (p > 0.05) which could be used to adjust the setting time and the compressive strength while not compromising the optimum rheological properties. The optimization algorithm was thus developed to achieve a faster set time, higher durability but lower workability for AWG-1, as well as sufficient washout resistance for both formulations according to their geotechnical applications. In addition, AWG-1 requires a high-pressure grout pumping system. Finally, the washout resistance of the newly developed grouts was validated by anti-washout simulation experiments.
AB - Two new types of anti-washout cementitious grouts, named “AWG-1” and “AWG-2” (anti-washout grout) respectively, have been developed for different geological conditions. Separate addition tests were performed to study the effects of certain accelerating agents and flocculating agents on the cement based grout comparatively. Based on the results of separate addition tests, two new formulations were proposed for further investigations. Both formulations involved three admixtures respectively. Grey relational analysis, coupled with Taguchi design of the combined addition experiment, was performed to determine the optimal admixture dosages for simultaneously achieving the desired yield stress and plastic viscosity of the cementitious grout. Multi-way ANOVA was employed to identify the insignificant factors (p > 0.05) which could be used to adjust the setting time and the compressive strength while not compromising the optimum rheological properties. The optimization algorithm was thus developed to achieve a faster set time, higher durability but lower workability for AWG-1, as well as sufficient washout resistance for both formulations according to their geotechnical applications. In addition, AWG-1 requires a high-pressure grout pumping system. Finally, the washout resistance of the newly developed grouts was validated by anti-washout simulation experiments.
UR - http://www.scopus.com/inward/record.url?scp=85028838039&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=85028838039&partnerID=8YFLogxK
U2 - 10.1016/j.conbuildmat.2017.08.126
DO - 10.1016/j.conbuildmat.2017.08.126
M3 - Article
AN - SCOPUS:85028838039
VL - 156
SP - 184
EP - 198
JO - Construction and Building Materials
JF - Construction and Building Materials
SN - 0950-0618
ER -