LAPSE 发表于 2025-3-23 11:02:26
Advances in Building Information Modelingpon physico-chemical properties of base components, thus highlighting the key role played in such a context by interaction mechanisms that take place between nano-additives and dispersing bituminous medium.丑恶 发表于 2025-3-23 15:53:56
Numerical Modelling of Heat Transfer,d for the rolling bottle test. The influence of aggregate type is higher than that of the asphalt binder. While there are some potential trends after 24 h comparing the different combinations of aggregate and binder, there is still a lot of variability in the absolute results. The underlining reasons are not yet clearly identified.STYX 发表于 2025-3-23 18:03:33
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http://reply.papertrans.cn/11/1012/101140/101140_14.pngTinea-Capitis 发表于 2025-3-24 04:23:36
https://doi.org/10.1007/978-1-4757-3147-7te of modulus relaxation (m-value) at 60 s, both determined at low stress-strain levels, in the pre-failure zones. This aspect raises questions with regard to applicability of properties derived from the linear viscoelastic range for prediction of asphalt binder thermal cracking behavior. Furthermor泥瓦匠 发表于 2025-3-24 09:56:43
Danielle M. Doyle M.D.,Kathy D. Miller M.D.e mixture to stripping. Among the methods, the rolling bottle test has a number of advantages in terms of rapidity, low costs, and suitability for routine testing. However, since affinity is assessed by visual registration of two independent operators, results may be altered by a large amount being热心助人 发表于 2025-3-24 14:27:59
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Seda Tan,Gülden Gümüşburun Ayalp microstructure. There is no consensus on how to quantify the microstructure and the required parameters from two-dimensional images. The load transfer can be managed by aggregate-aggregate or aggregate-mastic interactions that depend on the gradation, aggregate internal structure, and asphalt binde态度暖昧 发表于 2025-3-24 21:18:22
http://reply.papertrans.cn/11/1012/101140/101140_19.pngKinetic 发表于 2025-3-25 00:16:39
Advances in Building Information Modelingis phenomenon, a better understanding of the mineralogical composition of aggregates is needed as well as an assessment of the bitumen-clay-water interactions. This paper contributes to reach this goal from a mineralogical perspective. The most common clays in natural aggregates, kaolinite, illite a