闪电通道垂直假定引起回击辐射场峰值计算误差分析

利用高速摄像系统观测的闪电通道和利用分形方法模拟的闪电通道,分析了通道的垂直假定对回击辐射场峰值计算的影响。结果表明,回击电磁场随方位角的变化非常明显,在距闪电通道几百米距离,误差可达2倍;在1km处,闪电通道的垂直假定对时域回击辐射场峰值计算的相对误差最大为50%左右,平均小于10%。随距离的增加,误差逐渐减小。     

FY-2/D卫星反演的云特征参数与地面降水的相关分析

利用中国气象局人工影响天气中心研发的云参数卫星反演系统反演得到的产品,结合地面自动站观测资料,对2009年9月19—20日降水过程的云参数及地面雨量进行对比分析。结果发现:云顶高度、云顶温度、过冷层厚度和云光学厚度对本次降水过程指示性不强,而云粒子有效半径及云液水路径对降水有较好的指示作用,且云液水路径指示作用更强,二者的变化超前于地面降水30min到1h;云液水路径及云粒子有效半径大值区与地面雨量的大小呈正相关,云液水路径值大于400g.m-2及云粒子有效半径大于27μm区域与地面雨强中心位置基本一致。掌握云参数的演变规律,有助于监测、识别大范围人工影响天气作业条件和分析可播区。     

青藏高原云水气候特征分析

利用2001~2016年MODIS月平均液相云水路径（Cloud Liquid Water Path,LWP）、冰相云水路径（Cloud Ice Water Path,IWP）资料和ERA-Interim再分析等资料,分析了青藏高原空中云水的分布特征、变化趋势以及与大气环流变化和水汽输送变化的关系。结果显示,LWP和IWP的年平均分布形态与降水、可降水量对应较好,林芝地区聚集了丰富的LWP、IWP、降水量和可降水量。受印度洋季风影响,LWP和IWP存在明显的季节变化,夏季LWP和IWP最丰富,冬季最少。水汽传输和高原的动力、热力作用是影响夏季LWP和IWP分布的主要因素,夏季高原南部相对湿度大,水汽抬升强烈,促进了LWP和IWP的形成和积累。LWP和IWP随海拔高度的变化特征较为相似,3000~5500 m海拔高度区间内二者的总体变化特征与青藏高原降水的梯度变化特征一致,为随高度先较快升高后保持稳定的分布特征。青藏高原年平均和季节平均LWP和IWP在2001~2016年间均以减少趋势为主,这一变化趋势与云量和降水变化趋势一致,LWP和IWP的减少趋势与水汽输送通量散度的增加密切相关。     

论中国未来城镇化道路的选择

中国未来的城市化政策应该有利于打破城乡分割体制的限制,并促进资源和要素按照市场的原则合理地向不同规模等级的城镇集中。中国城镇化应当按照"以市场为导向,大中小为一体,促两头带中间"的战略方针,在结构上,以大城市为龙头,以中等城市为纽带,以小城镇为依托;在数量上,适当发展大城市,积极发展中等城市,大力发展小城镇;在借鉴别国的成功经验的基础上,紧密结合中国的实际,探索出一条具有中国特色的城镇化道路。     

应力路径法控制5万m3油罐地基稳定

介绍了一种直观评判油罐地基稳定性的方法,即应力路径法.应力路径为应力点在应力空间的运动轨迹,分为总应力路径TSP和有效应力路径ESP.应力路径法的解题思路,先建立土体的破坏临界状态线(kf线),对比非线性弹性模型计算典型土体单元在加荷过程中的应力路径,根据p-q平面上的破坏准则得出地基稳定性安全系数Fs.应力路径法最大优点是简单且直观,作为现场控制地基稳定手段十分方便.     

西伯利亚克拉通南缘奥里洪地块麻粒相变质作用及构造意义

早古生代西伯利亚克拉通南缘发生了大规模的增生-碰撞造山运动,本文研究的地区--奥里洪地块记录了巴尔古津微板块与西伯利亚克拉通碰撞造山的事件.对奥里洪地块出露的两种典型的高级变质岩--石榴辉石岩和石榴黑云片麻岩的矿物成分分析和变质温压计算,表明它们都经历了麻粒岩相的峰期变质作用,峰期变质温度达到770～800℃,而压力曾达到1.0GPa左右:峰后的退变质作用仍具有较高的温度,但压力明显降低(700～730℃,0.065GPa和710～766℃,0.50GPa),显示了一个近等温降压(ITD)的顺时针P-T轨迹特征.石榴黑云片麻岩中变质锆石的原位LA-ICP-MS U-Pb定年表明,麻粒岩相峰期变质年龄为479±2Ma,而峰前变质可能在500Ma就已经开始.峰后的退变质作用很可能发生在475～460Ma之后.整个造山作用持续了至少35Ma.对比蒙古-图瓦地块及中国东北佳木斯-额尔古纳地块已厘定出的变质作用及岩浆活动年龄可以发现,西伯利亚克拉通南缘不同地区增生-碰撞造山作用发生的时间是不同的,奥里洪地区造山作用相对年轻.     

Distribution of crustal fluids in Northeast Japan as inferred from resistivity surveys

We carried out magnetotelluric (MT) surveys in central northeastern Japan. Two-dimensional resistivity profiles along three survey lines show similar features each other. By comparing the resistivity distribution to the distribution of seismic velocities, we inferred the distribution and flow of crustal fluids. Three fluid flow paths were detected based on the distribution of regions of low resistivity. The first path ascends from the top of the upper mantle, passes through the lower crust, and reaches the surface, forming a fluid chamber within the lower or middle crust. This path is related to the volcanic activity in the backbone range. The second path rises from the first fluid chamber and has produced small fluid reservoirs on both sides of the backbone range. These small reservoirs are considered to be related to the seismicity of the region. The third path is located to the east of the volcanic front and represents another fluid flow path from the uppermost mantle to the lower crust that may have formed a small fluid reservoir to the east of the volcanic front.     

大别山朱家冲高压榴辉岩变质演化特征分析

研究表明大别山朱家冲榴辉岩属于典型的高压榴辉岩,其具有复杂的变质演化历史。根据岩相学、矿物成份化学和热力学分析表明,该类榴辉岩记录了6期变质过程,具有“顺时针”的P?T演化轨迹。由Ⅰ?阶段、Ⅱ?阶段至Ⅲ?阶段显示了近于等温增压进变质特征,并在 Ⅲ?阶段压力值最高达到P＝2.53 GPa; Ⅳ?阶段和Ⅴ?阶段则表现为增温降压退变过程,温度在 Ⅴ?阶段最高达到T＝627 ℃; 到Ⅵ?阶段则为降温降压过程。该过程暗示了高压板片在俯冲和折返过程中可能处于一个非匀速的状态。推测朱家冲榴辉岩后期增温退变的过程可能是源于受扰动的地温线恢复、超高压榴辉岩退变过程的“散热”以及该类榴辉岩对温度变化极为敏感所致。     

The Effect of the Stress Path on Squeezing Behavior in Tunneling

Summary  The interplay between support systems and the rock when tunneling under squeezing conditions is normally studied by means of two-dimensional analyses. The present paper shows that the underlying plane strain assumption involved in a two-dimensional analysis may lead, under certain conditions, to ground pressure and deformation values that are considerably lower than those produced by stress analyses that take into account spatial effects in the vicinity of the tunnel face. The differences are due to the stress path dependency in the elasto-plastic behavior of the ground and, more specifically, to the inability of the plane strain model to map the actual radial stress history, which involves a complete radial unloading (and, later, a re-loading) of the tunnel boundary over the unsupported span. This inherent weakness of any plane strain analysis is relevant from the design standpoint, particularly for heavily squeezing conditions that require a yielding support. For the majority of tunneling conditions and methods, however, involving as they do the completion of a stiff support within a few meters of the face, the errors introduced by the plane strain assumption are not important from a practical point of view.     

Automatic substepping integration of the subloading tij model with stress path dependent hardening

This paper discusses the numerical integration of the subloading tij model. This is an elastoplastic model with stress path dependent hardening, which can predict the behaviour of normally consolidated clays or loose sands, as well as of over-consolidated clays or dense sands, with a small number of material parameters. Three features distinguish the subloading tij model from the conventional ones: (a) the use of a modified stress space given by tensor t_ij; (b) the split of the plastic strain increments in two components leading to a stress path dependent hardening; and (c) the use of two yield surfaces (subloading yield surface and normal yield surface). This last feature is based on the concept of sub-yielding stress states and adds an extra internal strain-like hardening variable, related to the relative density state, which demands its own evolution law. The three characteristics above greatly improve the prediction capabilities of the model, with respect to those of the well-known Cam clay model, at the cost of only two additional parameters. Nonetheless, the numerical integration of the constitutive equations of subloading tij model is a bit challenging, mainly due to the stress path dependent hardening. In order to integrate the equations of subloading tij model in the same way as for any conventional model, the authors reformulated its equations in a simpler and direct manner. Here, these equations are integrated using multi-step explicit schemes, such as modified-Euler and Runge–Kutta–Dormand–Price, with automatic error control. Simple forward-Euler scheme is also used for the sake of comparison. The results show that the modified-Euler scheme is more accurate as well as faster than the other schemes analysed over a wide range of error tolerance. Besides, the automatic feature of these schemes is a great convenience for the users of numerical codes.