Durability of Concrete Pavements Exposed to Freeze-Thaw Cycles in Different Saline Environments

2021 ◽  
Author(s):  
Mohammad Pouramini ◽  
Fariborz M. Tehrani ◽  
Saman Sezavar Keshavarz ◽  
Arjang Sadeghi
Keyword(s):  
Concrete Pavements ◽  
Freeze Thaw ◽  
Saline Environments ◽  
Durability Of Concrete

Can Soy Methyl Esters Improve Concrete Pavement Joint Durability?

2012 ◽  
Vol 2290 (1) ◽  
pp. 60-68 ◽  
Author(s):  
Michael Golias ◽  
Javier Castro ◽  
Alva Peled ◽  
Tommy Nantung ◽  
Bernard Tao ◽  
...  
Keyword(s):  
Methyl Esters ◽  
Field Trials ◽  
Chemical Degradation ◽  
Maintenance Cost ◽  
Concrete Durability ◽  
Concrete Pavements ◽  
Freeze Thaw ◽  
Fluid Saturation ◽  
Soy Methyl Ester ◽  
Term Performance

Although many concrete pavements provide excellent long-term performance, some pavements (primarily in the Midwest) have shown premature deterioration at the joints. This premature deterioration is a concern because such deterioration can shorten the life of pavements that are otherwise functioning well. Previous work has hypothesized that these joints may be susceptible to preferential fluid saturation, which can lead to freeze–thaw damage or chemical degradation. This work examines the use of soy methyl ester–polystyrene (SME-PS) blends as a method to reduce the rate of fluid ingress into the pore system of the concrete and thereby make the concrete more resistant to deterioration. SME-PS is derived from soybeans and has demonstrated an ability to reduce fluid absorption in concrete when used as a topical treatment. A series of experiments was developed to evaluate the effectiveness of various dosage rates of SME-PS for increasing concrete durability at pavement joints. The experiments show that SME-PS reduces fluid ingress, salt ingress, and the potential for freeze–thaw damage. As a result of the positive experimental results, the Indiana Department of Transportation is conducting field trials that use SME-PS on concrete pavements that are beginning to show signs of premature deterioration with the expectation that SME-PS will extend the life of the joints and thereby reduce maintenance cost and extend the life of concrete pavements.

scholarly journals Enhancing the Freeze-Thaw Durability of Concrete Through Ice Recrystallization Inhibition by Poly(vinyl Alcohol)

2019 ◽  
Author(s):  
Zhengyao Qu ◽  
Shuaiqi Guo ◽  
Christian C. M. Sproncken ◽  
Romà Surís-Valls ◽  
qingliang yu ◽  
...  
Keyword(s):  
Mechanical Properties ◽  
Vinyl Alcohol ◽  
Cement Hydration ◽  
Poly Vinyl Alcohol ◽  
Seasonal Temperature ◽  
Ice Recrystallization Inhibition ◽  
Ice Recrystallization ◽  
Freeze Thaw ◽  
Recrystallization Inhibition ◽  
Durability Of Concrete

Frost weathering of porous materials caused by seasonal temperature changes is a major source of damage to the world’s infrastructure and cultural heritage. Here we investigate poly(vinyl alcohol) (PVA) addition as a means to enhance the freeze-thaw durability of concrete without compromising its structural or mechanical integrity. We evaluate the ice recrystallization inhibition activity of PVA in a cementitious environment and the impact of PVA on key structural and mechanical properties, such as cement hydration (products), microstructure, strength, as well as freeze‑thaw resistance. We find that a low amount of PVA significantly reduces the surface scaling of concrete and displays excellent ice recrystallization inhibition in the saturated Ca(OH)<sub>2 </sub>solution which has a similar pH value as cement pore solution, while it does not affect cement hydration, microstructure, nor its mechanical properties. These findings contribute to new insights on freeze-thaw damage mechanism and more importantly we disclose a new direction for the design of concrete with excellent freeze‑thaw resistance.

Durability of concrete under sulfate attack exposed to freeze–thaw cycles

2015 ◽  
Vol 112 ◽  
pp. 112-117 ◽  
Author(s):  
Lei Jiang ◽  
Ditao Niu ◽  
Lidong Yuan ◽  
Qiannan Fei
Keyword(s):  
Sulfate Attack ◽  
Freeze Thaw ◽  
Durability Of Concrete

Review on the deterioration and approaches to enhance the durability of concrete in the freeze–thaw environment

2022 ◽  
Vol 321 ◽  
pp. 126371
Author(s):  
Ruijun Wang ◽  
Zhiyao Hu ◽  
Yang Li ◽  
Kai Wang ◽  
Hao Zhang
Keyword(s):  
Freeze Thaw ◽  
Durability Of Concrete

Effect of silica fume on durability of concrete composites containing fly ash

2013 ◽  
Vol 20 (1) ◽  
pp. 57-65 ◽  
Author(s):  
Peng Zhang ◽  
Qing-fu Li
Keyword(s):  
Fly Ash ◽  
Silica Fume ◽  
Shrinkage Strain ◽  
Carbonation Depth ◽  
Freeze Thaw ◽  
Slump Flow ◽  
Carbonation Resistance ◽  
Dry Shrinkage ◽  
Shrinkage Property ◽  
Durability Of Concrete

AbstractIn this paper, the effect of silica fume on the workability and durability of concrete composites containing fly ash, including water impermeability, dry shrinkage property, carbonation resistance and freeze-thaw resistance, are presented. Four different silica fume contents (3%, 6%, 9% and 12%) were used. The results indicate that the addition of silica fume has greatly improved the durability of water impermeability, the carbonation resistance and the freeze-thaw resistance of the concrete composites containing fly ash. With the increase in silica fume content, the length of water permeability and the carbonation depth of the specimens decrease gradually, and the relative dynamic elastic modulus of the specimens has a tendency to increase. However, the addition of silica fume has a little adverse effect on the workability and dry shrinkage property of concrete composites containing fly ash. With the increase in silica fume content, both the slump and the slump flow decrease gradually, and the dry shrinkage strain increases gradually.

Freeze‐Thaw Deterioration of Concrete Pavements

1989 ◽  
Vol 1 (2) ◽  
pp. 97-104 ◽  
Author(s):  
Dan F. Adkins ◽  
Vance T. Christiansen
Keyword(s):  
Concrete Pavements ◽  
Freeze Thaw

Study on a New Adhesive of Concrete Cracks Repairing

2010 ◽  
Vol 168-170 ◽  
pp. 1308-1312 ◽  
Author(s):  
Qi Zhou ◽  
Ji Ping Hao ◽  
Ping Lv ◽  
Jin Jie Men
Keyword(s):  
Curing Agent ◽  
Reactive Diluent ◽  
Sulphate Attack ◽  
Freeze Thaw ◽  
New Class ◽  
Optimum Proportion ◽  
Pressure Grouting ◽  
Durability Of Concrete

A new class of structural glue called permeant adhesive is introduced for repairing concrete cracks. The viscosity and strength of the permeant adhesive are tested, respectively. Then the durability of concrete such as sulphate attack, freeze-thaw resistance and impermeability of the repaired concrete are discussed. It is shown that temperature and reactive diluent are important factors in viscosity of the permeant adhesive. Curing agent and reactive diluent are important factors in strength. Hereby, the optimum proportion is A: B=1:0.5, and the amount of reactive diluent is 10% to 15%. The strength of the repaired concrete which is immersed in sulphate increases 3% to 26.2%, while the freeze-thaw resistance and impermeability of the repaired concrete are better. The above provide the theoretic and experiment foundation for simpling the pressure grouting technique of the concrete repaired and the application on the permeant adhesive.

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