2019
DOI: 10.3390/app9122393
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Assessing the Effect of Nano Hydrophobic Silane Silica on Aggregate-Bitumen Interface Bond Strength in the Spring-Thaw Season

Abstract: In the asphalt–aggregate system, the aggregate-bitumen interface cohesive and adhesive bond determine the mechanical properties of asphalt pavement. The presence of moisture leading to adhesive failure at the binder-aggregate interface and/or cohesive failure within the binder or binder-filler mastic is the main mechanisms of moisture damage in the spring-thaw season. In order to evaluate the effect of nano hydrophobic silane silica (NHSS) on aggregate-bitumen interface bond strength in the spring-thaw season,… Show more

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Cited by 8 publications
(6 citation statements)
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“…The surface-modified SiO 2 NPs using the OTES (SiO 2 @C8) and DTES (SiO 2 @C12) were characterized based on TGA (Figure a and Figure S2). Generally, the alkoxide group of the silane coupling agent is hydrolyzed (R-Si­(OH) 3 ), and subsequently, a condensation reaction between silanol groups proceeds. , The weight loss observed in pristine SiO 2 particles (Figure a and Figure S2) originated from the dehydration and condensation of silanol groups on the surface of silica . Although the weight loss of pristine SiO 2 particles varied (1.8–4.2%), surface-modified SiO 2 particles exhibited more significant weight loss, revealing successful introduction of organic modifiers on the particle surface.…”
Section: Resultsmentioning
confidence: 99%
“…The surface-modified SiO 2 NPs using the OTES (SiO 2 @C8) and DTES (SiO 2 @C12) were characterized based on TGA (Figure a and Figure S2). Generally, the alkoxide group of the silane coupling agent is hydrolyzed (R-Si­(OH) 3 ), and subsequently, a condensation reaction between silanol groups proceeds. , The weight loss observed in pristine SiO 2 particles (Figure a and Figure S2) originated from the dehydration and condensation of silanol groups on the surface of silica . Although the weight loss of pristine SiO 2 particles varied (1.8–4.2%), surface-modified SiO 2 particles exhibited more significant weight loss, revealing successful introduction of organic modifiers on the particle surface.…”
Section: Resultsmentioning
confidence: 99%
“…The findings indicated that NHSS could, in certain situations, inhibit the F-T aging process of asphalt cement, but, NHSS being an inorganic material, its connection with asphalt cement is more likely to be destroyed under the F-T aging process. However [3], NHSS could increase the aggregate-bitumen interface shear strength under any working conditions, including spring thaw season. Moreover, paper [3] offers two models to evaluate the moisture damage degree and moisture damage rate of aggregate-bitumen interface shear strength.…”
Section: Binders' Modificationmentioning
confidence: 95%
“…However [3], NHSS could increase the aggregate-bitumen interface shear strength under any working conditions, including spring thaw season. Moreover, paper [3] offers two models to evaluate the moisture damage degree and moisture damage rate of aggregate-bitumen interface shear strength.…”
Section: Binders' Modificationmentioning
confidence: 95%
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“…Continuous high temperature accelerates the aging of asphalt, and this short-term aging is inevitable. During the construction process, improper compaction will increase the effective voids and infiltration voids of asphalt [5], which will lead to asphalt long-term aging and moisture damage of asphalt mixture under the impact of wheel loading of cars and trucks, immersion of rainwater, high temperature softening in summer and low temperature cracking in winter [6][7][8][9]. In recent years, many scholars have analyzed the pavement properties of asphalt mixture by studying its macroscopic properties such as elastic modulus, creep strength, fracture toughness, adhesion and moisture damage resistance to verify the effect of modifier, aging of asphalt and mineral species of aggregates on the performance of asphalt mixture [10][11][12][13].…”
Section: Introductionmentioning
confidence: 99%