保泸高速公路路面二工区SMA13沥青上面层试验段成功铺筑云南交投集团公路建设有限公司

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The test grading was the median value of SMA-13, and the passing rate of aggregate in SMA-13 asphalt mixture was shown in Table 1. The asphalt used was 70 # road petroleum asphalt, with all its performance indicators meeting the requirements outlined in "Technical Specifications for Construction of Highway Asphalt Pavements" (JTG F40—2004.

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To clarify the influence of fiber type on the long-term performance of stone mastic asphalt (SMA), this paper used basalt fiber (BF) and lignin fiber (LF) to modify SMA-13 (SMA with aggregate.

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• Supported Hardware for this Release, page 13 • Known and Fixed Issues, page 13 • Related Documentation, page 14 • Service and Support, page 15 Note Important! After you perform an upgrade to Cisco Content Security Management Appliance 13.0.0-277, you cannot revert to the older version.

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The SMA-13 mixture that contained mineral materials of 9.5-16 mm and 4.75-9.5 mm in the range of 50:50-60:40, gradation decreasing coefficient of fine aggregate of 0.7, 4.75 mm sieve passage percentage of 22%-28%, and 0.075 mm sieve passage percentage of 7%-11%, possessed good shear and splitting strength.

保泸高速公路路面二工区SMA13沥青上面层试验段成功铺筑云南交投集团公路建设有限公司

Abstract Three digital specimens of asphalt mixtures (AC-13, SMA-13 and OGFC-13) were reconstructed to conduct a virtual simple performance test using the discrete element method. The distribution characteristics of force chains were investigated by a statistical method. The results indicate that it is reasonable and feasible to analyze the mesoscopic responses of asphalt mixtures using.

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The pavement performances (high-temperature performance, cracking resistance at low and medium temperature, and water stability) of the two kinds of fiber-reinforced SMA-13 were checked under different aging degrees (unaged, short-term aged and long-term aged), scanning electron microscope (SEM) test was conducted to explain the strengthening me.

SMA 13

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In this study, stone mastic asphalt (SMA-13) mixtures were designed using three methods, namely the vertical-vibration testing method (VVTM), Marshall method, and superpave gyratory compactor method (SGC). The performances of SMA-13 designed by all three methods were measured and compared. Results show that the optimal asphalt content of the asphalt mixture was 5% lower in the VVTM-designed.

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SMA-13 Compare Export Bookmark Overview Datasheet Package Parametric Overview Familiarize yourself with the fundamental general information, properties, and characteristics of the component, along with its compliance with industry standards and regulations. LifeCycle Premium EU RoHS Yes with Exemption RoHS Version 2011/65/EU, 2015/863 ECCN EAR99

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To reduce the use of aggregates such as limestone and basalt, this paper used steel slag to replace some of the limestone aggregates in the production of SMA-13 asphalt mixes. The optimum content of steel slag in the SMA-13 asphalt mixes was investigated, and the performance of these mixes was evaluated. Five SMA-13 asphalt mixes with varying steel slag content (0%, 25%, 50%, 75%, and 100%.

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SMA-13 mixtures during the service life and to guide the selection of ﬁber additives for SMA-13 mixtures. 2. Proportion Design of Asphalt Mixture 2.1. Materials 2.1.1. Asphalt and Mineral Aggregates

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The dynamic modulus of the SMA-13 asphalt mixes increased with increasing steel slag content, but the volume expansion at a 75% steel slag content was 0.446% higher than at a 0% steel slag content.

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Description. KACE Systems Management Appliance (SMA) is designed to automate device management, application deployment, patching, asset management, and Service Desk ticket management. Download and release notes available here . This release of the KACE Systems Management Appliance does not include any major features.

SMA 13

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