2023
DOI: 10.1016/j.conbuildmat.2023.131125
|View full text |Cite
|
Sign up to set email alerts
|

Laboratory investigation on early-age shrinkage cracking behavior of partially continuous reinforced concrete pavement

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1

Citation Types

0
3
0

Year Published

2023
2023
2024
2024

Publication Types

Select...
4

Relationship

0
4

Authors

Journals

citations
Cited by 4 publications
(3 citation statements)
references
References 31 publications
0
3
0
Order By: Relevance
“…0:00 h, 6:00 h, 12:00 calculation results are shown in Figures 21-24 According to the analysis in Figures 21-24, the relative humidit concrete pavement slab exhibited a significant difference in the first 4 ence gradually weakened as time went on. The characteristics of early midity and the humidity difference curve included the following aspe (1) The fluctuation laws of the relative humidity curve at the top o at different paving times was the same, and the difference between the on the time axis was the same as the difference at the paving time, t humidity curve at the top of each slab fluctuated cyclically for 24 h fro (2) After 24 h of paving at different times, the humidity at the top a downward trend, with the maximum decline in the relative humidi when paving at 00:00, with an amplitude of 1.541%. At 18:00, the decr paving relative humidity curve was the smallest, with an amplitude of Compared to the environmental humidity in Figure 21, after the c ing at the time of 0, the slab humidity was in a saturated state, which than environmental humidity.…”
Section: Effect Of Paving Timementioning
confidence: 99%
See 2 more Smart Citations
“…0:00 h, 6:00 h, 12:00 calculation results are shown in Figures 21-24 According to the analysis in Figures 21-24, the relative humidit concrete pavement slab exhibited a significant difference in the first 4 ence gradually weakened as time went on. The characteristics of early midity and the humidity difference curve included the following aspe (1) The fluctuation laws of the relative humidity curve at the top o at different paving times was the same, and the difference between the on the time axis was the same as the difference at the paving time, t humidity curve at the top of each slab fluctuated cyclically for 24 h fro (2) After 24 h of paving at different times, the humidity at the top a downward trend, with the maximum decline in the relative humidi when paving at 00:00, with an amplitude of 1.541%. At 18:00, the decr paving relative humidity curve was the smallest, with an amplitude of Compared to the environmental humidity in Figure 21, after the c ing at the time of 0, the slab humidity was in a saturated state, which than environmental humidity.…”
Section: Effect Of Paving Timementioning
confidence: 99%
“…The early performance of cement concrete pavement slabs during the construction phase is significantly affected by the external temperature field. Under the impact of a certain temperature and humidity field, the pavement slabs could crack due to excessive shrinkage stress and are extremely prone to the occurrence of early construction defects during the construction stage [ 1 ]. Thus, how to avoid early defects and ensure quality has been a key challenge for airport pavement slab engineering.…”
Section: Introductionmentioning
confidence: 99%
See 1 more Smart Citation