2021
DOI: 10.3390/ma14206144
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High-Fluidization, Early Strength Cement Grouting Material Enhanced by Nano-SiO2: Formula and Mechanisms

Abstract: Cement grouting material is one of the most important materials in civil construction at present, for seepage prevention, rapid repair, and reinforcement. To achieve the ever-increasing functional requirements of civil infrastructures, cement grouting materials must have the specific performance of high fluidization, early strength, and low shrinkage. In recent years, nanomaterials have been widely used to improve the engineering performance of cement grouting materials. However, the mechanisms of nanomaterial… Show more

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Cited by 15 publications
(6 citation statements)
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“…The compressive strength of specimen L-1 (100% PC, Figure 1 a) reached 5.4 MPa (1 d) and further increased to 11.2 MPa (3 d). The early compressive strength of specimen L-1 (1 d and 3 d) was clearly insufficient, and the early strength developed slowly, severely affecting the early reinforcement effect of PC grouting materials [ 28 ]. Although the compressive strength further increased to 24.3 MPa when curing lasted for 28 d, this still could not compensate for the poor early reinforcement effect of PC grouting materials.…”
Section: Resultsmentioning
confidence: 99%
“…The compressive strength of specimen L-1 (100% PC, Figure 1 a) reached 5.4 MPa (1 d) and further increased to 11.2 MPa (3 d). The early compressive strength of specimen L-1 (1 d and 3 d) was clearly insufficient, and the early strength developed slowly, severely affecting the early reinforcement effect of PC grouting materials [ 28 ]. Although the compressive strength further increased to 24.3 MPa when curing lasted for 28 d, this still could not compensate for the poor early reinforcement effect of PC grouting materials.…”
Section: Resultsmentioning
confidence: 99%
“…In other words, performance fluctuation will tend to appear in the formula containing the design factor with a low frequency. For instance, water-cement ratio and accelerating agent content are the critical factors for the early strength of the cement grouting material (Ren et al, 2021a(Ren et al, , 2021b. Compared with the O-1 and O-2 (see Table 9), the frequencies when the accelerating agent content and water-cement ratio are equal to 2.5% and 0.56 for the O-2 are higher than the frequencies when the accelerating agent content and water-cement ratio are equal to 2.0% and 0.53 for the O-1, respectively.…”
Section: Resultsmentioning
confidence: 99%
“…Table 6 presents the scheme generated by orthogonal experimental design. The fluidity, flexural and compression strength (1 day, 3 days, and 7 days), and shrinkage rate (7 days and 28 days) were tested to investigate (9) It should be explained that the analysis process of formula determination is complex in the orthogonal experimental method, which can be found in our previous study (Ren et al, 2021a(Ren et al, , 2021b and not described in this paper. The formula determined by the orthogonal experimental method is listed in Table 8.…”
Section: Laboratory Experimentsmentioning
confidence: 99%
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“…The rapid development of infrastructure construction creates an ever-increasing demand for river sand, gravel stone, cement and other engineering materials, resulting in the depletion of natural resources and causing serious threats to the eco-system [ 1 , 2 , 3 ]. To alleviate the environmental burden and realize the sustainable development of society, the utilization of resource-saving and environment-friendly engineering materials is required [ 4 , 5 , 6 ].…”
Section: Introductionmentioning
confidence: 99%