Motivated by the recent advances of transition-metal-nitrogen-carbon (TM-N-C) materials in catalysis, we investigate the electronic structure and transport properties of FeN3-embedded armchair and zigzag graphene nano...Motivated by the recent advances of transition-metal-nitrogen-carbon (TM-N-C) materials in catalysis, we investigate the electronic structure and transport properties of FeN3-embedded armchair and zigzag graphene nanoribbons (FeN3@AGNRs, FeN3@ZGNRs) with different widths. The first-principles results indicate that the FeN3 induces significant changes on the band structures of both ZGNRs and AGNRs, making the resultant systems quite different from the pristine ones and own room-temperature stable ferromagnetic (FM) ground states. While only FeN3@AGNRs possess a significant spin-dependent negative differential resistance (NDR) and a striking current polarization (nearly 100%) behaviors, due to that FeN3 introduces two isolated spin-down states, which contribute current with different performances when they couple with different frontier orbits. It is suggested that by embedding FeN3 complexes, AGNRs can be used to build spin devices in spintronics.展开更多
开展6 000和10 000 k N·m能级强夯的现场试验,以强夯前后多道瞬态面波测试和重型动力触探试验方法,对强夯处理效果进行测试。试验结果表明:强夯加固处理后地基承载力和土体工程特性得到改善,但地基承载力特征值和压缩模量局部深度...开展6 000和10 000 k N·m能级强夯的现场试验,以强夯前后多道瞬态面波测试和重型动力触探试验方法,对强夯处理效果进行测试。试验结果表明:强夯加固处理后地基承载力和土体工程特性得到改善,但地基承载力特征值和压缩模量局部深度仍不能满足设计要求;6 000和10 000 k N·m能级有效加固深度分别为6.0~7.0 m和7.0~8.0 m;10 000 k N·m能级试验区浅层加固处理效果较差,与浅层存在淤泥质土、夯坑回填方式及第3遍夯点间距过大和夯能过小等因素有关,需采取相应的处理措施。展开更多
基金supported by the National Natural Science Foundation of China(No.21643011)the Fundamental Research Foundations for the Central Universities(No.ZYGX2016J067)
文摘Motivated by the recent advances of transition-metal-nitrogen-carbon (TM-N-C) materials in catalysis, we investigate the electronic structure and transport properties of FeN3-embedded armchair and zigzag graphene nanoribbons (FeN3@AGNRs, FeN3@ZGNRs) with different widths. The first-principles results indicate that the FeN3 induces significant changes on the band structures of both ZGNRs and AGNRs, making the resultant systems quite different from the pristine ones and own room-temperature stable ferromagnetic (FM) ground states. While only FeN3@AGNRs possess a significant spin-dependent negative differential resistance (NDR) and a striking current polarization (nearly 100%) behaviors, due to that FeN3 introduces two isolated spin-down states, which contribute current with different performances when they couple with different frontier orbits. It is suggested that by embedding FeN3 complexes, AGNRs can be used to build spin devices in spintronics.
文摘开展6 000和10 000 k N·m能级强夯的现场试验,以强夯前后多道瞬态面波测试和重型动力触探试验方法,对强夯处理效果进行测试。试验结果表明:强夯加固处理后地基承载力和土体工程特性得到改善,但地基承载力特征值和压缩模量局部深度仍不能满足设计要求;6 000和10 000 k N·m能级有效加固深度分别为6.0~7.0 m和7.0~8.0 m;10 000 k N·m能级试验区浅层加固处理效果较差,与浅层存在淤泥质土、夯坑回填方式及第3遍夯点间距过大和夯能过小等因素有关,需采取相应的处理措施。
