降雨诱发浅层黄土泥流的研究进展、存在问题与对策思考

降雨诱发的浅层黄土泥流规模小、流速快、冲击力强、发育范围广、难以防御、致灾频率高,近两年造成了大量人员伤亡,急需开展其形成机制与强度的研究。黄土物质组成与水敏性、坡体形态对降雨入渗—积水的响应、黄土斜坡对降水入渗的力学响应机制、富水黄土粘滞性流动特性是制约浅层黄土泥流形成的四种主要因素,分析这四种因素的对浅层黄土泥流形成的制约作用需解决斜坡降雨入渗的水文过程、非饱和土的力学效应及水土耦合的机制等前沿问题。本文对影响泥流形成的各因素研究的最新进展进行了综述,同时讨论了研究中的核心问题,并提出了相应的对策与方案,认为可从三方面开展研究:(1)定量描述泥流体积扩容特征,建立浅层黄土泥流启动与流动模式;(2)分析泥流与原状黄土物质成分、组成结构差异,开展黄土非饱和增湿力学变形试验,监测0°~60°单面坡与坡肩平缓斜坡的降雨入渗过程,研究坡体形态对雨水汇聚、入渗及基质吸力变化的控制特征,揭示泥流流体运动过程中水土响应机制;(3)对浅层黄土泥流物理力学模型进行解析,讨论泥流流动能量转化特征,建立降雨诱发泥流灾害的强度计算模型,为降雨泥流灾害危险性定量计算提供理论支撑。     

节理型黄土开挖边坡塌滑破坏机理

黄土节理控制着黄土区地下水或者地表水的运输通道,黄土节理的发育致使黄土节理扩张为局部大的拉张裂隙,在拉张力作用下使得黄土高原地区塌滑灾害频繁发生。通过野外调查和分析,提出了黄土开挖边坡塌滑破坏可分为4个阶段:坡脚侵蚀剥落阶段、坡顶拉裂阶段、垂直裂隙扩展阶段、边坡整体塌滑破坏阶段。结合工程实例,通过概化的三维数值分析模型,使用岩土工程软件FLAC3D模拟分析了在3种降雨量条件(40 mm/d、80 mm/d、100 mm/d)下,降雨2 d后概化模型的塌滑破坏情况,这可为工程地质条件相同地区的黄土开挖边坡塌滑变形破坏的分析以及防治提供一种有效分析范例。     

CINRAD/CC型雷达数据传输系统故障分析与改进方案

对甘肃省3部CINRAD/CC型雷达近4年的雷达故障进行统计分析,作为雷达系统的主要故障部件,随着使用年限的增加,雷达数据传输系统的故障有明显的增多趋势.对引起故障的主要因素进行统计分析,提出了改进方法:基于标准网络的数据传输方式舍弃了原来的光纤系统;取消了基于光端机和复分接的通信方式,代以采用标准网络传输的通信方式;采用四创电子研发的终端软件(2.0版本),新增了集成的网络功能、用户权限功能、数据产品和图像产品全自动生成、数据文件的检索能力、语音报警等功能.改进后的雷达数据传输系统运行情况表明:网络型光纤通信系统减少了雷达数据传输故障,增强了系统的可靠性和稳定性;雷达数据的传输率和有效性也得到一定的提高,确保了新一代天气雷达的正常业务观测.     

Modelling of anisotropic damage in brittle rocks under compression dominated stresses

A new model for describing induced anisotropic damage in brittle rocks is proposed. Although phenomenological, the model is based on physical grounds of micromechanical analysis. Induced damage is represented by a second rank tensor, which is related to the density and orientation of microcracks. Damage evolution is related to the propagation condition of microcracks. The onset of microcrack coalescence leading to softening behaviour is also considered. The effective elastic compliance of the damaged material is obtained from a specific form of Gibbs potential. Irreversible damage‐related strains due to residual opening of microcracks after unloading are also captured. All the model's parameters could be determined from conventional triaxial compression tests. The proposed model is applied to a typical brittle rock. Comparison between test data and numerical simulations shows an overall good agreement. The proposed model is able to describe the main features related to induced microcracks in brittle geomaterials. Copyright © 2002 John Wiley & Sons, Ltd.     

语用迁移与跨文化交际能力的培养

随着我国改革开放的进展 ,跨国度、跨文化之间的交往越来越频繁。由于文化因素上的差异 ,交际行为在不同的文化中往往产生不同的意义 ,语用迁移难免会造成理解失误或交际失败。因而外语教学在培养学生整体语言技能的同时 ,应注意文化因素的渗透 ,提高学生的跨文化交际能力     

A viscoplastic model including anisotropic damage for the time dependent behaviour of rock

This paper presents a new constitutive model for the time dependent mechanical behaviour of rock which takes into account both viscoplastic behaviour and evolution of damage with respect to time. This model is built by associating a viscoplastic constitutive law to the damage theory. The main characteristics of this model are the account of a viscoplastic volumetric strain (i.e. contractancy and dilatancy) as well as the anisotropy of damage. The latter is described by a second rank tensor. Using this model, it is possible to predict delayed rupture by determining time to failure, in creep tests for example. The identification of the model parameters is based on experiments such as creep tests, relaxation tests and quasi‐static tests. The physical meaning of these parameters is discussed and comparisons with lab tests are presented. The ability of the model to reproduce the delayed failure observed in tertiary creep is demonstrated as well as the sensitivity of the mechanical response to the rate of loading. The model could be used to simulate the evolution of the excavated damage zone around underground openings. Copyright © 2005 John Wiley & Sons, Ltd.     

圈闭地形内斜坡破坏的多期性和规律性

本文以黄河上游某拟建水电站坝址场地为例,论证了圈闭地形内斜坡破坏的多期性和规律性问题。在充分的野外调查和室内研究资料的基础上,将区内的斜坡破坏分为两期,即第一期为已经失稳的老滑坡群;第二期为发育在第一期滑坡群圈闭状破裂壁之后的正处于蠕动和破坏阶段的变形坡体,进而将第一期的滑坡分为两个强度次序。同时,还揭示了圈闭地形内斜坡破坏的规律性,即随着期和序次的增高,斜坡破坏面积增大,滑坡个数增多,规模减小,强度降低,滑距变短,滑体破碎程度变弱。最后指出,上述多期性和规律性应具有普遍性意义。     

Novel particle method for modelling the episodic collapse of soft coastal bluffs

This paper presents a new, novel, particle-based Bluff Morphology Model (BMM), and with it investigates the stability, collapse, and equilibrium position of soft coastal bluffs (cliffs). This model combines a multiple wedge displacement method with an adapted Weakly Compressible Smoothed Particle Hydrodynamics (WCSPH) method. At first, the wedge method is applied to compute the stability of the bluff. Once the critical failure mechanism of the bluff slope has been identified, and if the factor of safety for the mechanism is less than 1, the adapted WCSPH method is used to predict the failure movement and residual shape of the slope. The model is validated against benchmark test cases of bluff stability for purely frictional, purely cohesive, and mixed strength bluff materials including 2D static water tables. The model predictions give a good correlation with the expected values, with medium resolution models producing errors of typically less than 2.0%. In addition, the prediction of lateral movement of a surveyed cliff and the dynamic collapse of a vertical bluff are computed, and compare well with published literature.     

新一代天气雷达故障处理和故障标准化平台的研发与应用

新一代天气雷达是一个组成结构复杂的探测平台,各个组合之间比较分散。由于机械运转的持续性,且对运行环境要求严格,所以雷达系统易发故障。对不同类型的雷达故障进行归纳和简析,并进行归类,按照雷达故障产生的原因分类为:雷达部件故障、软件故障、灾害引起的雷达故障、虚假报警、雷达产品图像错误。天气雷达故障处理和故障标准化平台的开发将相应的成果应用于日常的气象探测设备的监控业务中,并集成到综合气象观测系统运行监控平台,以实现天气雷达故障的快速响应和维修。对2007年6月至2010年5月新一代天气雷达的运行能力进行了计算,并抽样其中2种型号的天气雷达,对故障案例进行分析研究,给出了故障的分系统分布情况。     

CINRAD/SA雷达开关组件故障分析处理

根据广州CINRAD／SA雷达发射机开关组件的一起故障现象,结合信号流程、电路原理图,深入元件一级,对故障的定位、检测及排除过程作了详细介绍,并对故障的成因作了推断分析,最后就雷达维护方面总结了一些经验,旨在对雷达技术保障人员提供参考和借鉴。