A two-mechanism soil–structure interface model for three-dimensional cyclic loading

A three-dimensional (3D) soil–structure interface model is proposed within the two-mechanism constitutive theory and bounding surface theory originally established for soils. The proposed model has two main characteristics: first, the model is formulated based on two different and superposed deformation mechanisms. The first mechanism is due to the stress ratio increment, and the second is due to the normal stress increment. Each mechanism induces a shear strain component and a normal strain component. The proposed model can be reduced to the conventional single-mechanism interface model. Second, the plastic modulus and stress dilatancy are defined using the bounding surface theory. The plastic flow rule under cyclic loading is modified and assumed to be dependent on both the stress state of the mapping point and the stress reversal loading direction. The proposed model was validated against the available 3D interface tests and was found to satisfactorily reflect the salient features of the interfaces under monotonic and cyclic loading paths with different normal boundaries. The problem in which the elastic normal stiffness in conventional single-mechanism interface models is often underestimated to enhance the simulation performance under varying normal stress conditions is solved by incorporating the second mechanism. And the effect of the second mechanism on the modeling behavior is discussed. The modified plastic flow direction accurately simulates the 3D cyclic shear response, and the difference between the model simulation and test result increases with the number of cycles by use of the plastic flow direction defined in conventional bounding surface theory.     

Response of circular tunnel with imperfect interface bonding in layered ground subjected to obliquely incident plane P or SV wave

A semianalytical procedure is proposed for evaluating the internal forces of circular tunnel with imperfect interface bonding in layered ground subjected to an obliquely incident plane P or SV wave. In this study, the hoop bending moment and hoop axial force are related to the free‐field responses of the ground. A one‐dimensional numerical approach is firstly presented to obtain the free‐field responses of a layered half‐space with an obliquely incident plane P or SV wave propagation. Then, the free‐field stress state is transformed and decomposed in the polar coordinate system. The internal forces of tunnel caused by the isotropic stress state and the pure shear state are calculated and then summed up to obtain the overall analytical solutions. Finally, the validity of the proposed semianalytical procedure is demonstrated by numerical examples.     

大地电磁资料偏移成像

在研究Zhdanov的二维电磁场偏移成像的基础上, 针对它在某些方面的不足, 研究并提出了改进算法. 首先, 用一维反演结果确定初始背景电阻率, 然后在延拓计算过程中, 利用迭代算法进行逐层修正、 延拓计算, 从而获得较准确的电阻率; 第二, 研究了有限差分方程的改进算法, 根据大地电磁场变化的特点, 设计了纵向以等比级数变网格的迭代算法. 通过以上两方面技术的改进, 经理论模型和实际资料试算验证, 取得了较好的结果.      

湘西北2008年初持续冰雪灾害及对椪柑影响分析

2008年初湘西北出现了自1956年有气象记录以来低温持续时间最长、冰冻范围最大、强度最强的一次低温雨雪冰冻天气过程,罕见的特大冰冻灾害给当地支柱产业之一的椪柑生产带来严重影响.本文从天气学和农业气象学角度出发,对低温雨雪造成的椪柑冻害及椪柑成果的贮藏、销售影响进行了详细评估,旨在为湘西北椪柑生产恢复与制定防灾减灾措施提出科学依据.     

近56年我国暖冬气候事件变化

对冬季平均气温序列采用三分位方法确定单站暖冬阈值, 并将单站暖冬分为弱和强两个等级。以此为基础, 确定区域暖冬和全国暖冬的界定方法和等级划分标准。区域暖冬采用站点相对比例确定, 全国暖冬采用暖冬面积相对比例界定。对我国1952— 2007年的暖冬事件变化特征的分析结果表明:南方暖冬频率高于北方, 强暖冬多发区出现在我国中西部地区; 北方单站暖冬指数上升幅度大于南方, 表明北方暖冬事件上升趋势更加明显; 以1986年为界, 前期 (1952— 1985年) 南、北方各区域均很少出现暖冬, 南方各区暖冬频率略高于北方各区, 后期 (1986—2007年) 各区暖冬年大为增加, 北方各区增加最明显且超过了南方; 56年中, 全国性暖冬共发生15次 (年), 其中强暖冬共有5次 (年); 全国暖冬指数呈显著上升趋势, 在有效面积不变的情况下, 暖冬面积每10年增加10%。     

沙瓦特指数的一种迭代算法

为了提高沙瓦特指数的计算精度, 在沙瓦特指数计算方案中引入二分法:先用于计算抬升凝结高度上的要素, 进而计算假相当位温, 再依据假相当位温守恒性质用于计算500 hPa气块温度。与其他方案对比表明, 该迭代算法计算的沙瓦特指数精度较高; 与查表法所得的气块温度对比表明, 该迭代算法得到的气块温度的最大绝对误差为1.36 ℃, 平均误差 (-0.68 ℃) 与平均绝对误差 (0.69 ℃) 数值接近; 迭代算法与查表法之间以系统性偏差为主; 此外, 该迭代算法计算量小, 收敛速度快, 具有推广应用价值。     

MODIS影像水体监测方法研究进展

水体与植被、城市、土壤等地物在不同波段的光谱反射率的差异是利用遥感手段提取水体信息的基本原理.在水体光谱特征分析的基础上,介绍了MODIS数据特征以及各种水体信息的提取方法,比较了这些方法的优点和不足,并详细描述了各种水体指数的应用效果.水体指数法是目前最受关注的水体识别方法.综合利用各种水体指数和波段特征来提取水体信息,可有效排除其他地物的干扰,显著提高了水体监测的精度,从而为大范围的水资源与水环境动态监测迅速提供可靠的数据.     

交叉定标产生的NOAA卫星长期大气温度观测资料

介绍一套用于气候变化研究的NOAA卫星微波观测资料, 资料为全球5 d平均, 2.5°×2.5°经纬网格, 3个深层大气(对流中层、对流层顶以及平流层下层)的温度分布。该文简介了资料产生的方法, 包括交叉定标、角度订正、网格化以及网格误差修正等, 给出了使用这套资料分析得到的1987—2006年间不同大气层的温度变化趋势, 并提供了获取这套资料的方法。     

CO2倍增对我国东部极端降水的影响

 利用GFDL-CM2.1耦合模式控制试验和CO₂增长试验逐日降水输出结果,评估了CO₂浓度加倍对我国极端降水变化的影响。结果表明：CO₂浓度加倍导致我国东部地区年极端降水的强度增强、降水量显著增多及降水频次显著增加（除华北南部外）; CO₂浓度加倍对我国春夏季极端降水影响较大,导致东部多数地区春夏季极端降水频次增加,强度增强;而CO₂浓度加倍导致华北南部和长江中下游春夏季雨日减少以及小雨、中雨减少,从而导致年总降水量减少。     

REE characteristics and Nd isotopic compositions of Lunar pristine rocks：Implications for petrogenesis of pristine rocks and source regions

This paper compile the rare-earth elements and Nd isotope data for lunar pristine rocks from investiga-tions in recent years. Using these data, we compared the REE characteristics of lunar pristine rocks and Nd isotopic compositions of their source regions. Based on the Lunar Magma Ocean model, we then studied their formation and petrogenetic correlations of Mg suite, alkali suite, and KREEP, with especial emphasis on the importance of assimi-lation during early magmatism. And Nd isotopic compositions of mare basalt samples suggest that mantle sources of mare basalts should be heterogeneous, which has not yet been explained by several current models.