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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.
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
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.
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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.
SMA 13 Update to the 17 Pin Configurable Multi Function Decoder
Research on the Rolling Process of SMA-13 Asphalt Surface Layer for Bridge Decks Based on Compaction and Skid Resistance Equilibrium Problems by Zhilin Zhou 1,*, Wenting Zhang 2, Guosong Liang 3, Bo Chen 2,4 and Junjian Yan 2 1 Zhuhai Xianghai Bridge Co., Ltd., West Renmin Road, Xiangzhou District, Zhuhai 519000, China 2
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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.
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Therefore, lignin fiber is now widely used in SMA-13 asphalt mixtures to absorb the asphalt in the mixtures [13][14] [15]. Anti-rut agents are a kind of polymer additive used in road construction.
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The combination of five, eight, and 13-bar simple moving averages (SMAs) offers a relatively strong fit for day trading strategies. These are Fibonacci -tuned settings that have withstood the.
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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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Degradation of SMA-13 low-temperature performance under coupled dry and wet-salt corrosion - ScienceDirect Construction and Building Materials Volume 411, 12 January 2024, 134496 Degradation of SMA-13 low-temperature performance under coupled dry and wet-salt corrosion Jinrong Wu a b , Yanyan Hu a , Qingfen Jin a , Wenzhu Zhao a Add to Mendeley
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A simple moving average (SMA) is an arithmetic moving average calculated by adding recent prices and then dividing that figure by the number of time periods in the calculation average. For.
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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.
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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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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%.
SMA 13 Update to the 17 Pin Configurable Multi Function Decoder
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.
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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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