强震作用下铁路隧道横通道交叉结构抗震措施研究

依托四川茂县跃龙门铁路隧道工程,以主线单线隧道与横通道正交结构为研究对象,通过ABAQUS建立有限元分析模型。选取El-Centro地震波数据,通过应用扩展有限元理论,对横通道与主隧道交叉结构在最不利地震条件下的裂损进行研究,并提出减震层结合柔性接头的抗震措施。研究分析得到:减震层结合柔性接头的设置减小并抑制了交叉结构隧道在强震作用下的开裂范围。柔性接头的设置阻止了纵向裂缝的扩展,在交叉口处中部设置环向柔性接头能完全阻止交叉部位拱顶的裂缝生成;在初期支护和二次衬砌之间设置减震层,给予衬砌更大变形空间,使二次衬砌不易受初期支护变形受力影响而开裂。     

Calibration and validation of a general infiltration model

A general infiltration model proposed by Singh and Yu (1990) was calibrated and validated using a split sampling approach for 191 sets of infiltration data observed in the states of Minnesota and Georgia in the USA. Of the five model parameters, f_c (the final infiltration rate), S_o (the available storage space) and exponent ‘n’ were found to be more predictable than the other two parameters: m (exponent) and a (proportionality factor). A critical examination of the general model revealed that it is related to the Soil Conservation Service (1956) curve number (SCS‐CN) method and its parameter S_o is equivalent to the potential maximum retention of the SCS‐CN method and is, in turn, found to be a function of soil sorptivity and hydraulic conductivity. The general model was found to describe infiltration rate with time varying curve number. Copyright © 1999 John Wiley & Sons, Ltd.     

多普勒雷达资料在暴雨临近预报中的应用

以天气雷达体积扫描的资料为基础,采用交叉相关法建立了一种对暴雨的临近预报方法。该方法的基本思路是：将第一时刻取得的雷达回波图像,向任一方向移过一定的距离,然后计算此图像与第二时刻图像之间的交叉相关系数,直到找到极大值,利用该极大值所对应的位移来预报下一时刻降水的位置。并利用“973”中国暴雨试验获得的观测资料对该方法进行了验证,验证结果表明：交叉相关法对暴雨有一定的预报能力,预报雨带的移动方向与雷达实际观测的移动方向相吻合,但其预报能力随着预报时间的增加而减弱。     

小旋转椭球粒子群轴趋正态分布时的衰减特性

研究小旋转椭球粒子群旋转轴的空间取向在正态分布情况下,衰减截面随分布方差、期望及波长的变化。并对结果做了讨论分析,以便为微波大气传输研究、大气微波遥感,尤其是改善天气雷达定量测量降水的精确度,提供依据。     

基于NDVI先验知识的LAI地面采样方法

针对非均质中低分辨率像元的叶面积指数LAI验证中如何布设基本采样单元ESU的问题,提出基于NDVI先验知识的ESU布设方法,并采用不同植被类型、不同均匀程度的地表作为模拟场,分析对比了方法的精度及稳定性。结果显示,本文方法用NDVI先验知识描述植被的生长空间分布信息,能相对准确地划分植被的不同生长水平,有效降低层内方差。在草地和森林地区的试验中,精度与稳定性均优于传统的随机采样、均匀采样和基于分类图的3种采样方法。因此,本文提出的采样方法为大尺度非均质区域LAI地面验证的采样方案提供了新的设计思路。     

Dynamic FE simulation of four‐story steel frame modeled by solid elements and its validation using results of full‐scale shake‐table test

Dynamic finite element analyses of a four‐story steel building frame modeled as a fine mesh of solid elements are performed using E‐Simulator, which is a parallel finite element analysis software package for precisely simulating collapse behaviors of civil and building structures. E‐Simulator is under development at the National Research Institute for Earth Science and Disaster Prevention (NIED), Japan. A full‐scale shake‐table test for a four‐story frame was conducted using E‐Defense at NIED, which is the largest shaking table in the world. A mesh of the entire structure of a four‐story frame with approximately 19 million degrees of freedom is constructed using solid elements. The density of the mesh is determined by referring to the results of elastic–plastic buckling analyses of a column of the frame using meshes of different densities. Therefore, the analysis model of the frame is well verified. Seismic response analyses under 60, 100, and 115% excitations of the JR Takatori record of the 1995 Hyogoken‐Nanbu earthquake are performed. Note that the simulation does not reproduce the collapse under the 100% excitation of the Takatori record in the E‐Defense test. Therefore, simulations for the 115% case are also performed. The results obtained by E‐Simulator are compared with those obtained by the E‐Defense full‐scale test in order to validate the results obtained by E‐Simulator. The shear forces and interstory drift angles of the first story obtained by the simulation and the test are in good agreement. Both the response of the entire frame and the local deformation as a result of elastic–plastic buckling are simulated simultaneously using E‐Simulator. Copyright © 2014 John Wiley & Sons, Ltd.     

地铁循环荷载作用下交叉隧道沉降分析

采用FLAC3D软件建立了交叉隧道的三维有限差分模型,以人工数定激励力模拟列车荷载,计算列车动荷载作用下土体的变形和应力。采用修正动偏应力长期沉降计算模型,结合分层总和法计算软土的沉降,预测交叉隧道的长期沉降规律。分析3种不同行车工况下地基长期沉降,工况1为一辆列车单独通过1#隧道,工况2为一辆列车单独通过2#隧道,工况3为两辆列车同时通过1#和2#隧道。对比不同的列车行驶速度、隧道衬砌刚度及厚度对隧道地基的长期影响。结果表明,由列车荷载引起的地基沉降主要集中在距隧道中心轴20 m范围内;在工况3下土体沉降大于工况1、2沉降之和;车速越快,沉降越小;衬砌刚度和厚度越小,沉降越大,且衬砌厚度对沉降的影响较大,衬砌刚度影响较小。     

卫星高光谱大气CO2遥感反演精度地基验证研究

利用TCCON网站提供的北半球7个地面观测站CO₂干空气混合比（XCO₂）数据,对3种卫星反演的XCO₂产品进行了验证,包括SCIAMACHY产品、NIES-GOSAT产品和ACOS-GOSAT产品。结果表明：卫星CO₂遥感反演产品与地基遥感资料具有较一致的季节性周期变化,一年中月平均浓度最高值均出现在4月和5月,最低值均出现在8月和9月;相对于地面观测,3种卫星产品均低估了XCO₂;ACOS-GOSAT产品与NIES-GOSAT产品的精度大体相当,误差标准差分别为2.26×10^-6和2.27×10^-6;SCIAMACHY产品的精度略差,误差标准差为2.91×10^-6。     

利用地基微波辐射计验证积雪微波辐射传输模型

积雪雪水当量参数是水文、气候、水资源利用与管理模型中非常重要的输入参数,积雪辐射理论模型可以模拟积雪物理参数与微波辐射的关系.因此,准确模拟积雪辐射信息,验证积雪辐射模型显得尤为重要.采用改进的基于能量守恒的干雪微波辐射传输理论模型(DMRT-AIEM-MD),利用2008年3月24 日黑河地区联合实验获取的地面测量数据以及车载辐射计18.7 GHz和36.5 GHz两个频率的辐射亮温值,考虑地形的影响,分析积雪辐射散射特性以及验证该模型.结果表明:该模型模拟值与地面实测值吻合的比较好,该模型能较好的模拟中国地区自然地表积雪辐射信号.分析了部分模型模拟值和地面实测值偏差的可能原因,该积雪区是多次堆积形成,积雪垂直剖面的密度、温度不规则变化可能会引起偏差.     

Tectonic Evolution of the Middle Frontal Area of the Longmen Mountain Thrust Belt, Western Sichuan Basin, China

By analyzing the balanced cross sections and subsidence history of the Longmen Mountain thrust belt,China,we concluded that it had experienced five tectonic stages:(1)the formation stage (T3x) of the miniature of Longmen Mountain, early Indosinian movement, and Anxian tectonic movement created the Longmen Mountain;(2)the stable tectonic stage(J1)where weaker tectonic movement resulted in the Longmen Mountain thrust belt being slightly uplifted and slightly subsiding the foreland basin;(3)the intense tectonic stage(J2-3),namely the early Yanshan movement;(4) continuous tectonic movement(K-E),namely the late Yaushan movement and early Himalayan movement;and(5)the formation of Longrnen Mountain(N-Q),namely the late Himalayan movement. During those tectonic deformation stages, the Anxian movement and Himalayan movement played important roles in the Longmen Mountain'S formation.The Himalayan movement affected Longmen Mountain the most;the strata thrust intensively and were eroded severely.There are some klippes in the middle part of the Longmen Mountain thrust belt because a few nappes were pushed southeastward in later tectonic deformation.