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Titlebook: 7th RILEM International Conference on Cracking in Pavements; Mechanisms, Modeling A. Scarpas,N. Kringos,Loizos A. Conference proceedings 20

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發(fā)表于 2025-3-21 19:10:44 | 只看該作者 |倒序瀏覽 |閱讀模式
期刊全稱7th RILEM International Conference on Cracking in Pavements
期刊簡稱Mechanisms, Modeling
影響因子2023A. Scarpas,N. Kringos,Loizos A.
視頻videohttp://file.papertrans.cn/102/101115/101115.mp4
發(fā)行地址State of the art research.Sets the standard for the next few years.Associated with prestigious society
學科分類RILEM Bookseries
圖書封面Titlebook: 7th RILEM International Conference on Cracking in Pavements; Mechanisms, Modeling A. Scarpas,N. Kringos,Loizos A. Conference proceedings 20
影響因子.In the recent past, new materials, laboratory and in-situ testing methods and construction techniques have been introduced. In addition, modern computational techniques such as the finite element method enable the utilization of sophisticated constitutive models for realistic model-based predictions of the response of pavements. The. 7th RILEM International Conference on Cracking of Pavements .provided an international forum for the exchange of ideas, information and knowledge amongst experts involved in computational analysis, material production, experimental characterization, design and construction of pavements..All submitted contributions were subjected to an exhaustive refereed peer review procedure by the Scientific Committee, the Editors and a large group of international experts in the topic. On the basis of their recommendations, 129 contributions which best suited the goals and the objectives of the Conference were chosen for presentation and inclusion in the Proceedings. .The strong message that emanates from the accepted contributions is that, by accounting for the idiosyncrasies of the response of pavement engineering materials, modern sophisticated constitutive mode
Pindex Conference proceedings 2012
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發(fā)表于 2025-3-21 20:46:26 | 只看該作者
Z. Müftüo?lu,M. A. K?zrak,T. Y?ld?r?ms paper describes the evaluation of the fracture resistance of asphalt mixtures using the semi-circular bending (SCB) test. The mechanism of the SCB test is based on the elastic-plastic fracture mechanics concept that leads to the laboratory determination of the critical strain energy release rate,
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Koichi Takagi,Kentaro Machida,Hiromasa Inoues has grown up with this technique. Studies are being developed, mainly in the field of structural analysis based on finite element methods..Up today, a reduction in thickness compared to pre-cracked foundation thicknesses obtained without pre-cracking is not allowed and must be considered as experi
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https://doi.org/10.1007/978-981-13-2790-2at the interface between layers of composite pavements. The influence of the geometry on the delamination phenomenon in specimens is analyzed. Considering the deflection behavior of specimens, both experimental and analytical results are compared. Two different types of interface (concrete / asphalt
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Pranab Kumar Dhar,Tetsuya Shimamurathis test method lies in the fact that it can be applied to laboratory compacted specimens and specimens extracted from pavements in the field. However, differences in results have been noted between core samples obtained in the field and laboratory prepared samples with similar mix designs. It is t
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