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Site 0ccupancy of Alloying Elements and Their Effects on the D0_3 Phase Stability in Fe_3Al
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作者 Jun CAF Shaojun LIU Ying LOU and Benkuan usDepartment 0f Physics, Beijing N0rmal University, Beijing lO0875, ChinaSuqing D UANInstitute of Applied Physics and Computati0nal Mathematics, Beijing 100088, China 《Journal of Materials Science & Technology》 SCIE EI CAS CSCD 1999年第4期339-341,共3页
The effects of ternary solutes Ti, Co, V, Cr, Ta, W and Mo on the D03 phase 5tability of Fe3Alintermetallics are investigated by tight-binding linear Muffin-tin orbitaI method. The predictedsite preference5 of these e... The effects of ternary solutes Ti, Co, V, Cr, Ta, W and Mo on the D03 phase 5tability of Fe3Alintermetallics are investigated by tight-binding linear Muffin-tin orbitaI method. The predictedsite preference5 of these elements in Fe3AI are in agreement with the experimental observations.The calculated Iocal magnetic moment of Fe3AI is identical to the experimentaI. ln addition, itis found that the D03 phase stability of Fe3AI doped with Ti, V, Co and Cr depends on 'energygap- of energy band near Fermi level. while the D03 phase stability of Fe3AI doped with Ta, Wand Mo may be affected by Madelung energy. 展开更多
关键词 Al FE site 0ccupancy of Alloying elements and Their Effects on the D03 Phase Stability in Fe3Al
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Deformation features and failure mechanism of steep rock slope under the mining activities and rainfall 被引量:7
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作者 LI Zhi-qiang XUE Yi-guo +6 位作者 LI Shu-cai ZHANG Le-wen WANG Dan LI Bin ZHANG Wen NING Kai ZHU Jian-ye 《Journal of Mountain Science》 SCIE CSCD 2017年第1期31-45,共15页
Underground mining activities and rainfall have potential important influence on the initiation and reactivation of the slope deformations,especially on the steep rock slope. In this paper,using the discrete element m... Underground mining activities and rainfall have potential important influence on the initiation and reactivation of the slope deformations,especially on the steep rock slope. In this paper,using the discrete element method(UDEC),numerical simulation was carried out to investigate deformation features and the failure mechanism of the steep rock slope under mining activities and rainfall. A steep rock slope numerical model was created based on a case study at the Wulong area in Chongqing city,China. Mechanical parameters of the rock mass have been determined by situ measurements and laboratory measurements. A preliminary site monitoring system has been realized,aiming at getting structure movements and stresses of unstablerock masses at the most significant discontinuities. According to the numerical model calibrated based on the monitoring data,four types of operation conditions are designed to reveal the effect of mining excavation and extreme rainfall on the deformation of the steep rock slope. 展开更多
关键词 Slope deformation Underground mining Discrete Element Method site monitoring system
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