Evaluation of the freeze-thaw durability of surface-treated airport pavement concrete under adverse conditions

2019 ◽  
Vol 206 ◽  
pp. 519-530 ◽  
Author(s):  
Tianxiong Guo ◽  
Xingzhong Weng
Keyword(s):  
Adverse Conditions ◽  
Freeze Thaw ◽  
Airport Pavement ◽  
Pavement Concrete

Study of Highway Coarse Aggregate Gradation on Airport Pavement Concrete Design

2014 ◽  
Vol 584-586 ◽  
pp. 1116-1119
Author(s):  
Dao Xun Ma ◽  
Yan Liu ◽  
Yong Lai
Keyword(s):  
Elastic Modulus ◽  
Loss Rate ◽  
Coarse Aggregate ◽  
Dynamic Elastic Modulus ◽  
Design Requirement ◽  
Aggregate Gradation ◽  
Freeze Thaw ◽  
Airport Pavement ◽  
Resistance Durability ◽  
Pavement Concrete

This paper chose 5~31.5 mm coarse aggregate (commonly used in highway) to supersede 5~20 mm, 20~40 mm double-graded coarse aggregate (commonly used in airport pavement), studying the influence of 5~31.5 mm coarse aggregate on the airport pavement concrete. The results show that the flexural strength and loss rate of relative dynamic elastic modulus of airport pavement concrete prepared with 5~31.5 mm coarse aggregate meet the airport pavement design requirement, the optimum mix amount is the water-cement ratio of 0.40 and the unit cement consumption of 330 kg/m3, and for frost resistance durability after 200 freeze-thaw cycles, the relative dynamic elastic modulus is still above 90%.

Study on Performance about Hybrid Fiber Concrete of Airport Pavement

2014 ◽  
Vol 1065-1069 ◽  
pp. 706-709 ◽  
Author(s):  
Xiao Jun Liu ◽  
Che Fei Zhu ◽  
Yong Gen Wu ◽  
Qing Tao Liu
Keyword(s):  
Mechanical Properties ◽  
Steel Fiber ◽  
Volume Fraction ◽  
Orthogonal Experiment ◽  
Basalt Fiber ◽  
Fiber Reinforced Concrete ◽  
Hybrid Fiber ◽  
Airport Pavement ◽  
Fiber Concrete ◽  
Pavement Concrete

In order to meet the requirements of the use of aircraft, improve mechanical properties of pavement concrete, the steel fiber mixed basalt hybrid fiber reinforced concrete technical route was proposed, by using the method of orthogonal experiment, steel fiber with 1.2%,1.5%,1.8% these 3 volume fraction and basalt fiber in 0.05%,0.1%,0.15% these 3 volume fraction mixed, research the rules of its effect on the performance of airport pavement concrete.

The Study of Airdrome Pavement Shrinkage Performance by Using Fly Ash Admixture

2014 ◽  
Vol 633-634 ◽  
pp. 1065-1068
Author(s):  
Shu Ping Zhang ◽  
Yan Liu
Keyword(s):  
Fly Ash ◽  
Test Method ◽  
New Method ◽  
Shrinkage Cracking ◽  
Concrete Material ◽  
Volume Stability ◽  
Airport Pavement ◽  
Pavement Concrete

In this paper, a new method is proposed to measure the early shrinkage of airport pavement concrete material. Also, the effect of fly ash with different grades and dosage on early shrinkage and late shrinkage deformation of commercial concrete were studied. The effect of fly ash with different grades and dosage on volume stability of commercial concrete was assessed by using the test method of shrinkage cracking, and the causes and mechanism of the effect were analyzed.

The Research on the Crack Performance of Airport Pavement Concrete with the Mineral Admixture of Fly Ash

2013 ◽  
Vol 807-809 ◽  
pp. 2699-2702 ◽  
Author(s):  
Yan Liu ◽  
Bin Xiao
Keyword(s):  
Fly Ash ◽  
Test Method ◽  
Mineral Admixture ◽  
Early Age ◽  
Concrete Material ◽  
Volume Stability ◽  
Airport Pavement ◽  
Pavement Concrete

This paper studies the influence of fly ash with different dosage and grades on the crack performance of airport pavement concrete. In order to test airport pavement concrete material accurately and quickly, Dumbbell Test Method was introduced in its early-age from pouring. Dumbbell Test Method is able to evaluate the effect of fly ash with different grades and dosage on volume stability of airport pavement concrete. This paper also studied the mechanism of the influence of fly ash crack performance of airport pavement concrete.

The Influence of Fly Ash on the Crack Performance of Airport Pavement Concrete by Dumbbell Test Method

2013 ◽  
Vol 724-725 ◽  
pp. 1719-1722
Author(s):  
Yan Liu
Keyword(s):  
Fly Ash ◽  
Test Method ◽  
Early Age ◽  
Concrete Material ◽  
Volume Stability ◽  
Airport Pavement ◽  
Pavement Concrete

In this paper, the influence of fly ash with different dosage and grades on the crack performance of airport pavement concrete was studied. Its exercise new Dumbbell Test Method could make the airport pavement concrete material be tested accurately and quickly during early-age from pouring. The effect of fly ash with different grades and dosage on volume stability of airport pavement concrete was evaluated by Dumbbell Test Method. Also the paper analyzes the mechanism of the influence of fly ash on the crack performance of airport pavement concrete.

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