K
Kaijian Huang
Researcher at Nanjing Forestry University
Publications - 7
Citations - 244
Kaijian Huang is an academic researcher from Nanjing Forestry University. The author has contributed to research in topics: Compressive strength & Ultimate tensile strength. The author has an hindex of 6, co-authored 7 publications receiving 143 citations. Previous affiliations of Kaijian Huang include Texas A&M University.
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Constitutive behaviors of steel fiber reinforced concrete under uniaxial compression and tension
TL;DR: In this paper, the effect of steel fiber reinforced concrete (SFRC) mixtures under both uniaxial compression and tension was investigated and it was statistically evident that the tensile strength and the strain at the peak load under either compression or tension are positively correlated with the fiber reinforcing index (RI), while there is no sufficient evidence indicating that the modulus of elasticity and compressive strength can be correlated with RI.
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Early age stability of concrete pavement by using hybrid fiber together with MgO expansion agent in high altitude locality
TL;DR: In this article, a test area of concrete pavement was sited to analyze changes of strains inside slabs and the results showed that the early age shrinkage of concrete could be effectively compensated by the MEA.
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Use of MgO expansion agent to compensate concrete shrinkage in jointed reinforced concrete pavement under high-altitude environmental conditions
TL;DR: In this paper, jointed reinforced slabs made with concrete containing MgO expansion agent (MEA) were investigated to mitigate concrete pavement cracking at high-altitude locations.
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Performance evaluation of jointed plain concrete pavement made with portland cement concrete containing reclaimed asphalt pavement
TL;DR: A lack of good understanding of effect of reclaimed asphalt pavement (RAP) on portland cement concrete (PCC) properties and its impact on pavement performance has hindered the implementation of p...
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New Approach to Determining Concrete Slab Lift-Off by Use of Interfacial Fracture Mechanics Concepts
TL;DR: In this article, the authors proposed a new approach for determination of slab lift-off that uses concepts from interfacial fracture mechanics, and a two-dimensional finite element analysis was performed to simulate liftoff in concrete slab pavements.