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1 uperior diffusion of the modifier across the asphalt.
2  lower in comparison to conventional hot mix asphalt.
3 ion of water-soluble organic pollutants from asphalt.
4 ondary organic aerosol (SOA) production from asphalt.
5  (1) determination of the consistency of the asphalt aerosol composition within the generation system
6 erfacial bond between rubber powder modified asphalt and aggregate.
7  applied a coal tar sealcoat to conventional asphalt and collected runoff from simulated rainfall eve
8 riod and that concrete pavements compared to asphalt and composite pavements offer advantages in rega
9            Our results indicate that natural asphalt and potentially other petroleum seepages can be
10 luding clothing, cardboard, glass, concrete, asphalt, and aluminum.
11 f two different pavement sealants, petroleum asphalt- and coal tar-derived, and their photoproducts,
12 e during preliminary field trials on outdoor asphalt are also demonstrated.
13 and from 4 h to 36 days after application of asphalt-based sealcoat containing about 7% CT sealcoat (
14 son to those in other sources of PACs, viz., asphalt-based sealcoat products, diesel particulate, die
15                               In this study, asphalt binder modification by means of FSN was investig
16  photooxidation microcosm, thin films of the asphalt binder produce abundant oil- and water-soluble o
17 sses the challenge by analyzing and modeling asphalt binder responses in oscillating shear mode acros
18 bers content on the mechanical properties of asphalt binder was characterized through basic property
19 ion of the virgin asphalt binder, irradiated asphalt binder, and the water-soluble photoproducts.
20 compositional characterization of the virgin asphalt binder, irradiated asphalt binder, and the water
21 fier and an amorphous structure in the basal asphalt binder.
22 w semi-crystalline phase inside the modified asphalt binder.
23 igate the effects of solar irradiation on an asphalt binder.
24 near and nonlinear viscoelastic responses of asphalt binders across a wide range of environmental and
25 oparticles (Pt.) can improve the efficacy of asphalt binders by enhancing compatibility, adhesion, an
26 complex stress-strain hysteresis behavior of asphalt binders under varied conditions is critical for
27 hancing moisture and aging susceptibility of asphalt binders.
28 ctional groups of both unaltered and altered asphalt binders.
29 that the bitumen-containing surfaces such as asphalt blocks and bitumen sheets conserve VX and slow-r
30              The integration of Pt. into the asphalt cement resulted in modifications to the phases o
31   Determining mixed mode fracture parameters asphalt concrete mixtures remains an engineering challen
32 om 37 to 75 degrees F, the serviceability of asphalt concrete takes 15 months less on average.
33 ts of differential solid materials including asphalt concrete, agarose gel, vaginal tissue, polymer,
34 id (VA) are the three primary ingredients of asphalt concrete.
35  construct and maintain representative Swiss asphalt, concrete, and composite pavements (including su
36 ulf of Mexico, lava-like flows of solidified asphalt cover more than 1 square kilometer of the rim of
37                     Highly reduced aliphatic asphalt-derived DOM was readily biodegraded, while aroma
38 nal changes in the water-soluble fraction of asphalt-derived DOM were determined with ultrahigh-resol
39 highway workers with and without exposure to asphalt emissions (range 0.346-13.9 ng BPDE-HSA/mg HSA)
40 s, there has been a growing interest in cold asphalt emulsion mixture (CAEM) due to its numerous adva
41  innovative geopolymer geopolymer-based cold asphalt emulsion mixture (GCAE).
42 ess the moisture susceptibility of reclaimed asphalt FBM, Where RAP is being incorporated as a replac
43 the moisture susceptibility of the reclaimed asphalt Foamed Bituminous Mix (FBM).
44 ng the moisture sensitivity of the reclaimed asphalt Foamed Bituminous Mix.
45 uantification of total organic matter of the asphalt fume by electron impact ionization of isotope di
46 y polycyclic aromatic hydrocarbons (PAHs) in asphalt fume by selected ion monitoring.
47               These results demonstrate that asphalt fume composition could be characterized and spec
48              Generated at 150 degrees C, the asphalt fume concentration in the animal exposure chambe
49     As a step to study the health effects of asphalt fume exposure, an analytical method was develope
50 eloped and validated for characterization of asphalt fume generated under simulated road paving condi
51                                    A dynamic asphalt fume generation system was modified to provide c
52 2 B6C3F1 mice were exposed daily (4h/day) to asphalt fume in a whole-body inhalation chamber for 10 d
53                      Characterization of the asphalt fume test atmospheres included the following: (1
54                                          The asphalt fume was generated at 180 degrees C and the conc
55                  Total organic matter of the asphalt fume was quantified over the 5 exposure days.
56 icantly elevated (p < 0.001) in the urine of asphalt fume-exposed rats relative to controls.
57                          In the urine of the asphalt fume-exposed rats, benzo[a]pyrene and its metabo
58  and its hydroxy metabolites in the urine of asphalt fume-exposed rats.
59 tidylinositol 3-kinase activation eliminated asphalt fume-stimulated AP-1 activation and formation of
60 y elevated (p < 0.001) in the lung tissue of asphalt-fume-exposed mice relative to tissue from contro
61  vitro models indicate that condensates from asphalt fumes are genotoxic and can promote skin tumorig
62          In addition, topical application of asphalt fumes by painting the tail skin of mice increase
63 is the first report showing that exposure to asphalt fumes can activate AP-1 and intracellular signal
64                   With the developed method, asphalt fumes could be characterized into three fraction
65 riment, with 8 as controls and 16 exposed to asphalt fumes in a whole-body inhalation chamber for 10
66  on the potential involvement of exposure to asphalt fumes in skin carcinogenesis.
67                     Occupational exposure to asphalt fumes may pose a health risk.
68 study investigated the effect of exposure to asphalt fumes on AP-1 activation in mouse JB6 P+ epiderm
69                                  Exposure to asphalt fumes promoted basal as well as epidermal growth
70                                  Exposure to asphalt fumes significantly increased AP-1 activity in J
71                                              Asphalt fumes transiently activated c-Jun NH2-terminal k
72                                              Asphalt fumes were generated from a dynamic generation s
73  components present in simulated road paving asphalt fumes.
74 ies using simulated occupational exposure to asphalt fumes.
75 ation conditions, SOA formation from passive asphalt heating presents a potential long-term source, a
76 as often been considered inferior to hot mix asphalt (HMA) in terms of performance.
77 unmodified and crumb rubber modified Hot Mix Asphalt (HMA) under mode I and mixed-mode (I/II) loading
78 ected on various surfaces, such as concrete, asphalt, human skin, currency, airline boarding passes,
79                                         Road asphalt is comprised of aggregate (rocks) mixed with a b
80 ot heating of a mixture of low-cost urea and asphalt is strategically applied to yield stacked multil
81                                              Asphalt is ubiquitous across cities and a source of orga
82 ke, Trinidad and Tobago--the world's largest asphalt lake--we found that microorganisms are metabolic
83 .) but also for refinery secondary products (asphalt, lubricant, wax, light olefins, etc.).
84 the reinforcement effect of basalt fibers on asphalt material was more pronounced.
85 assessing the low-temperature performance of asphalt materials is important for asphalt pavements in
86 ions, environmental regimes, compaction, and asphalt mix composition.
87 mming (MGGP) to predict the VA percentage of asphalt mixture during the service life.
88 to ensure the quality of construction, VA in asphalt mixture need to be modeled throughout the servic
89 perature difference of temperature-adjusting asphalt mixture reaches about 7.0 degrees C in laborator
90                        Temperature-adjusting asphalt mixture was prepared by substituting the fine ag
91 the amount of water molecules trapped in the asphalt mixture.
92 asalt fiber-rubber powder composite modified asphalt mixtures (BRMAM).
93  WMA technologies are favorable in producing asphalt mixtures at temperatures 20-60 C lower in compar
94 ion, placement and conservation processes of asphalt mixtures.
95                                   In two hot asphalt occupational settings, silicone personal sampler
96 impacts of stormwater runoff from sealcoated asphalt on juvenile coho salmon (Oncorhynchus kisutch) a
97  marker of ageing in bitumen binders used on asphalt-paved roads.
98 g exposure to undiluted runoff from unsealed asphalt pavement and UVR was </=10% in all treatments.
99 tand the stress-strain behavior critical for asphalt pavement durability and performance optimization
100  is commonly seen in dehydrated paintings or asphalt pavements and even in graphene or other two-dime
101 the global warming potential of concrete and asphalt pavements equilibrates over the analysis period
102 repared to choose the most suitable CPCMs in asphalt pavements for the problems of asphalt pavements
103 rmance of asphalt materials is important for asphalt pavements in cold regions with large temperature
104 reduction must not reduce the performance of asphalt pavements in-field.
105 CMs in asphalt pavements for the problems of asphalt pavements rutting diseases and urban heat island
106  (WMA) is gaining increased attention in the asphalt paving industry as an eco-friendly and sustainab
107 OR) = 1.35), petroleum refinery (OR = 1.44), asphalt plant (OR = 1.23), or power plant (OR = 1.28) (a
108 istics of peat microparticles (Pt.) modified asphalt (Pt.
109 l properties of peat microparticles modified asphalt (Pt.M.A.).
110 hat high-emitting, evaporative emission, and asphalt-related and tire sublimation share 14, 20, and 1
111 erae mussels and poecilosclerid sponges from asphalt-rich, deep-sea oil seeps at Campeche Knolls in t
112 ide consistent test atmospheres at simulated asphalt road paving conditions.
113 esonance (FTICR) mass analysis of a volcanic asphalt sample by acquiring data for 20 Da wide mass seg
114                                        Fresh asphalt samples collected at the Chapopote asphalt volca
115                       We reheated real-world asphalt samples to application-relevant temperatures (~1
116                           By comparison, the asphalt sealant produces fewer toxic water-soluble speci
117             The serendipitous activity of an asphalt seep preserved coprolites and their original cel
118 d organic matter (DOM) from natural deep sea asphalt seeps using laboratory incubation experiments.
119 cies from the Pleistocene-age Rancho La Brea asphalt seeps, California, USA, using visualization by c
120 fied as the most hazardous fuel, followed by asphalt shingles and vinyl plank flooring under smolderi
121 , particularly from synthetic materials like asphalt shingles.
122                This suggests that persistent asphalt solar heating is likely a considerable and conti
123                Coal tar sealcoats applied to asphalt surfaces in North America, east of the Continent
124 A by nanoparticles to present enhanced green asphalt technology.
125 mped to a large kettle, which maintained the asphalt temperature between 150 and 170 degrees C, and t
126                                              Asphalt volcanism creates a habitat for chemosynthetic l
127 h asphalt samples collected at the Chapopote asphalt volcano in the Southern Gulf of Mexico were incu
128 fter the Deepwater Horizon oil spill) and an asphalt volcano sample collected off the coast of Santa
129                     The two tar ball and one asphalt volcano samples contain three distinct paramagne
130           In the process of fume generation, asphalt was initially preheated in an oven to 170 degree
131 y impermeable materials such as concrete and asphalt which intensify urban runoff and pollutant conce
132 and bivalves colonize the sea floor near the asphalt, which chilled and contracted after discharge.
133   The environmental benefits of substituting asphalt with concrete are underestimated by 7, 17, and 7
134 vergence of the GWP benefits of substituting asphalt with concrete of 473 t CO(2eq) (105%).
135                                     Warm mix asphalt (WMA) is gaining increased attention in the asph
136 s (V(B2)(lambda)), even after reflection off asphalt, yet survey participants expressed higher rating

 
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