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急性髓性白血病引起ABO血型改变2例 被引量:4
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作者 吴劲 李广华 《实用医学杂志》 CAS 北大核心 2009年第12期2082-2083,共2页
人类ABO血型系统的抗原强度在正常情况下终身保持不变。但在特定条件下却会发生抗原减弱、血型改变。如骨髓移植会因为基因型的改变而导致血型表现型的改变,而白血病、恶性肿瘤等疾病可由于ABO抗原的减弱,出现暂时性的血型改变。现就... 人类ABO血型系统的抗原强度在正常情况下终身保持不变。但在特定条件下却会发生抗原减弱、血型改变。如骨髓移植会因为基因型的改变而导致血型表现型的改变,而白血病、恶性肿瘤等疾病可由于ABO抗原的减弱,出现暂时性的血型改变。现就我院两例因急性髓细胞性白血病引起ABO血型改变的病例作如下探讨。 展开更多
关键词 ABO血型系统 急性髓性白血病 急性髓细胞性白血病 ABO抗原 抗原强度 抗原减弱 骨髓移植 恶性肿瘤
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Influence of moisture content on shearing strength of unsaturated undisturbed quaternary system middle pleistocene 被引量:7
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作者 钟祖良 刘元雪 +2 位作者 刘新荣 李小勇 王睢 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第7期2776-2782,共7页
The unsaturated undisturbed quaternary system middle pleistocene loess,a typical unsaturated soil,often occurs in the implementation of western development strategy.To obtain the shearing strength characteristics of t... The unsaturated undisturbed quaternary system middle pleistocene loess,a typical unsaturated soil,often occurs in the implementation of western development strategy.To obtain the shearing strength characteristics of this unsaturated undisturbed loess,based on the analysis of mineral composition,the triaxial shear test of undisturbed quaternary system middle pleistocene loess under different moisture contents is conducted with the specialized triaxial instrument for unsaturated soil.The test results show that the mainly mineral composition of undisturbed quaternary system middle pleistocene loess is quartz and albite.Under the same confining pressure,the matric suction increases with the decrease of moisture content.The smaller the moisture content,the larger the matric suction;the higher the moisture content,the lower the matric suction.Under the same moisture content,the matric suction increases with the confining pressure and reaches a maximum when the confining pressure is 100 kPa,and then decreases with the increase of confining pressure.This phenomenon is closely related to the grain contact tightness of soil mass under high confining pressure.According to the triaxial test of loess,the sample of loess experiences 4 stages from loading to failure:1) compaction stage;2) compression stage;3) microcrack developing stage;4) shear failure stage.The test sample is of brittle failure(weak softening)under low moisture content and confining pressure.With the decrease of matric suction and the increase of consolidated confining pressure,the stress-strain curve changes from softening type to ideal plastic type.In the shearing strength parameters of unsaturated undisturbed loess,the influence of moisture content on internal friction angle is small,but that on cohesive force is obvious.Therefore,the shearing strength of unsaturated undisturbed loess is higher than that of saturated undisturbed loess and varies with the moisture content. 展开更多
关键词 unsaturated undisturbed loess matric suction test shearing strength
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Influence of sulfur content in raw materials on oxidized pellets 被引量:5
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作者 春铁军 朱德庆 潘建 《Journal of Central South University》 SCIE EI CAS 2011年第6期1924-1929,共6页
The influence of sulfur content in raw materials on oxidized pellets was studied. The results show that most sulfur exists in the form of elementary sulfur in pyrite cinder, and over 95% sulfur is removed in producing... The influence of sulfur content in raw materials on oxidized pellets was studied. The results show that most sulfur exists in the form of elementary sulfur in pyrite cinder, and over 95% sulfur is removed in producing pyrite cinder oxidized pellets. The compressive strength of fired pellets drops from 3 186 N to 2 405 N when the ratio of pyrite cinder increases from 40% to 70% under the conditions of preheating at 900℃ for 9 min and firing at 1 230 ℃ for 15 min. The porosity and microstructures of fired pellets prove that the higher ratio of pyrite cinder is given, and the more holes and cracks are achieved, leading to the better reducibility index (RI) and reduction swelling index (RSI), and the lower compressive strength of fired pellets and the worse reduction degradation index (RDI). 展开更多
关键词 pyrite cinder desulfuration compressive strength POROSITY MICROSTRUCTURES
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