采用点缺陷线性分布模型,利用能量弛豫方法得到了基于van der Pauw变温霍尔效应测量来确定纤锌矿n-GaN位错密度的新方法.用高分辨率X射线衍射仪测试了两个分别用MOCVD方法和用HVPE方法生长的n-GaN样品,用Srikant方法拟合得到了位错密度...采用点缺陷线性分布模型,利用能量弛豫方法得到了基于van der Pauw变温霍尔效应测量来确定纤锌矿n-GaN位错密度的新方法.用高分辨率X射线衍射仪测试了两个分别用MOCVD方法和用HVPE方法生长的n-GaN样品,用Srikant方法拟合得到了位错密度.结果表明两种方法高度一致.进一步的研究表明,新方法和化学腐蚀方法的测试结果基本一致,相关拟合参数与采用Rode迭代法精确求解Boltzmann输运方程的理论结果也基本一致.研究还表明,新方法能有效消除施主杂质带和界面简并层对测试结果的影响,测试剔除界面层影响后的整个外延层的刃、螺位错密度,而不是穿透位错密度.该方法适合霍尔迁移率曲线峰位在200 K左右及以下并且峰位明确的各种生长工艺、各种厚度、各种质量层次的薄膜和体材料,具有对迁移率曲线高度拟合,材料参数精确,计算简便、收敛速度快等优点.展开更多
Based on the fictitious soil pile model, the effect of sediment on the vertical dynamic impedance of rock-socketed pile with large diameter was theoretically studied by means of Laplace transform technique and impedan...Based on the fictitious soil pile model, the effect of sediment on the vertical dynamic impedance of rock-socketed pile with large diameter was theoretically studied by means of Laplace transform technique and impedance function transfer method. Firstly, the sediment under rock-socketed pile was assumed to be fictitious soil pile with the same sectional area. The Rayleigh-Love rode model was used to simulate the rock-socketed pile and the fictitious soil pile with the consideration of the lateral inertial effect of large-diameter pile. The layered surrounding soils and bedrock were modeled by the plane strain model. Then, by virtue of the initial conditions and boundary conditions of the soil pile system, the analytical solution of the vertical dynamic impedance at the head of rock-socketed pile was derived for the arbitrary excitation acting on the pile head. Lastly, based on the presented analytical solution, the effect of sediment properties, bedrock property and lateral inertial effect on the vertical dynamic impedance at rock-socketed pile head were investigated in detail. It is shown that the sediment properties have significant effect on the vertical dynamic impedance at the rock-socketed pile head. The ability of soil-pile system to resist dynamic vertical deformation is weakened with the increase of sediment thickness, but amplified with the increase of shear wave velocity of sediment. The ability of soil pile system to resist dynamic vertical deformation is amplified with the bedrock property improving, but the ability of soil-pile system to resist vertical vibration is weakened with the improvement of bedrock property.展开更多
文摘采用点缺陷线性分布模型,利用能量弛豫方法得到了基于van der Pauw变温霍尔效应测量来确定纤锌矿n-GaN位错密度的新方法.用高分辨率X射线衍射仪测试了两个分别用MOCVD方法和用HVPE方法生长的n-GaN样品,用Srikant方法拟合得到了位错密度.结果表明两种方法高度一致.进一步的研究表明,新方法和化学腐蚀方法的测试结果基本一致,相关拟合参数与采用Rode迭代法精确求解Boltzmann输运方程的理论结果也基本一致.研究还表明,新方法能有效消除施主杂质带和界面简并层对测试结果的影响,测试剔除界面层影响后的整个外延层的刃、螺位错密度,而不是穿透位错密度.该方法适合霍尔迁移率曲线峰位在200 K左右及以下并且峰位明确的各种生长工艺、各种厚度、各种质量层次的薄膜和体材料,具有对迁移率曲线高度拟合,材料参数精确,计算简便、收敛速度快等优点.
基金Projects(51109084/E09070151308234/E08061) supported by the National Natural Science Foundation of China+1 种基金Project(2013J05079) supported by the Natural Science Foundation of Fujian Province,ChinaProject(Z012002) supported by the Open Research Fund of State Key Laboratory of Geomechanics and Geotechnical Engineering(Institute of Rock and Soil Mechanics,Chinese Academy of Sciences),China
文摘Based on the fictitious soil pile model, the effect of sediment on the vertical dynamic impedance of rock-socketed pile with large diameter was theoretically studied by means of Laplace transform technique and impedance function transfer method. Firstly, the sediment under rock-socketed pile was assumed to be fictitious soil pile with the same sectional area. The Rayleigh-Love rode model was used to simulate the rock-socketed pile and the fictitious soil pile with the consideration of the lateral inertial effect of large-diameter pile. The layered surrounding soils and bedrock were modeled by the plane strain model. Then, by virtue of the initial conditions and boundary conditions of the soil pile system, the analytical solution of the vertical dynamic impedance at the head of rock-socketed pile was derived for the arbitrary excitation acting on the pile head. Lastly, based on the presented analytical solution, the effect of sediment properties, bedrock property and lateral inertial effect on the vertical dynamic impedance at rock-socketed pile head were investigated in detail. It is shown that the sediment properties have significant effect on the vertical dynamic impedance at the rock-socketed pile head. The ability of soil-pile system to resist dynamic vertical deformation is weakened with the increase of sediment thickness, but amplified with the increase of shear wave velocity of sediment. The ability of soil pile system to resist dynamic vertical deformation is amplified with the bedrock property improving, but the ability of soil-pile system to resist vertical vibration is weakened with the improvement of bedrock property.
